1998 state highway system logthis log incorporates four years of state highway system (shs)...

1998 State Highway System Log

To: Users of the Highway Log

From: Robert E. Pike, ADOT Data Section

Date: December 15, 1999

See Also: LogLetter.pdf1997LogLetter.pdf

This Log incorporates State Highway System (SHS) improvements and changes whichoccurred between the previous Log (as of December 31, 1997) and December 31, 1998.The newer projects added to the Log were identified from the reports obtained fromADOT Field Reports Section. Project plans from Engineering Records were evaluatedand implemented into this Log. Not many of these were “as-built” plans.

GIS Users - Be aware that the 1997 and 1998 Log can be “painted” as a GIS map on theArizona Transportation Information System linear referencing system. ArcView and anArcView extension are required. Further information is available from the Data Section.

The 1998 Log does NOT include a 16-bit version that will operate on Windows 3.xsystems. State workers desiring a 16-bit copy should register their existence with us andwe will try to assist you.

The 1998 data file STILL does not represent all projects completed during the 1988-1992time period. For more details refer to the LogLetter.pdf file (dated 11/25/1997) whichcan be found in the directory where this application is installed. Additionally it may notinclude completed portions of projects with phased openings to traffic which were notidentified as complete in the reports obtained from the Field Reports Section. Therefore,we ask for your understanding as well as assistance in identifying current deficiencies.

Because of the lack of completeness acknowledged in this Log, you may finddiscrepancies between this document and other databases such as the bridge or pavementmanagement systems. As the management systems arrive in a client-server environment,they may be directly linked into the Log so that those discrepancies are eliminated and asingle pavement, project, or bridge condition can exist and be maintained solely inside ofits own management system, yet be “viewed” through the format of the SHS Log, orother formats that are currently under development at ADOT.

If you have a particular issue with something that the Log reports, we are interested inmaking it right. However, we ask that you help us by identifying the problem by printingthe certain page(s) and marking them up and sending them to the Data Team at MailDrop 070R. Please include helpful information that you may know such as the projectnumber or source of data that will help us confirm and fix the problem.1998LogLetter.pdf


From: Robert E. Pike, ADOT Data Team

This Log incorporates State Highway System (SHS) improvements and changes which occurred betweenthe previous Log (as of December 31, 1996) and December 31, 1997. The newer projects added to theLog were identified from the reports obtained from ADOT Field Reports Section. Project plans fromEngineering Records were evaluated and implemented into this Log. Not many of these were as-built plans.

The 1997 log introduces a 16-bit version which will operate on Windows 3.x systems as well as maitaininga 32-bit version for Windows 95 or Windows NT operating systems. The 1996 and 1997 data files areincluded with the installation media for both 16 and 32-bit versions.

The 1997 log also introduces two new reporting options: SC and MP. The SC option was added to reportmodifications to the lane geometry adjacent to improvement projects which were not part of the improve-ment and where actual field conditions differ from the previous logs lane geometry. The MP option allowsyou to include milepost station and elevation information into the log report from the 1988 Milepost Log.Note that this data has not been updated or corrected since 1988 other than to delete those entries whichare no longer on the State Highway System or to delete those entries on routes which have been renamedand re-mileposted. Additionally, the current routename has been assigned to those routes which have beenrenamed but not re-mileposted (e.g. U 666 to U 191). Additional changes may be found in the readme.txtfile in the directory where the application was installed.

The 1997 data file does not represent all projects completed during the 1988-1992 time period. For moredetails refer to the LogLetter.pdf file (dated 11/25/1997) which can be found in the directory where thisapplication is installed. Additionally it may not include completed portions of projects with phased openingsto traffic which were not identified as complete in the reports obtained from the Field Reports Section.Therefore, we ask for your understanding as well as assistance in identifying current deficiencies.

Because of the lack of completeness acknowledged in this Log, you may find discrepancies between thisdocument and other databases such as the bridge or pavement management systems. As the managementsystems arrive in a client-server environment, they may be directly linked into the Log so that those discrep-ancies are eliminated and a single pavement, project, or bridge condition can exist and be maintained solelyinside of its own management system, yet be �viewed� through the format of the SHS Log, or other formatsthat are currently under development at ADOT.

If you have a particular issue with something that the log misreports, we are interested in making it right.However, we ask that you help us by identifying the problem by printing the certain page(s) and markingthem up and sending them to the Data Team at Mail Drop 070R. Please include helpful information that youmay know such as the project number or source of data that will help us confirmand fix the problem.

08/25/98

INTRODUCING: THE ARIZONASTATE HIGHWAY SYSTEM LOG(as of 12/31/1997)


From: Robert E. Pike, ADOT Data Team

This Log incorporates four years of State Highway System (SHS) improvements and changes be-tween the previous Log (as of December 31, 1992) and December 31, 1996. The newer projectsadded to the Log were identified from the database of completed contracts held by the Programmingand Project Scheduling Team. Project plans from Engineering Records were evaluated and imple-mented into this Log. The SHS video log was reviewed in order to ascertain the completeness ofeach project and the comprehensivity of the �As-built� project plans.

The use of the video log also revealed that several projects apparently completed during the 1988-1992 time period were not represented in the 1992 SHS Log. Funding was not available to correctthese deficiencies during the course of this effort (which addressed projects completed in the1993-96time frame). Therefore, we ask for your understanding as well as assistance in indentifying currentdeficiencies.

The Log has migrated to an electronic display environment, requiring only a CD-ROM drive andMicrosoft NT. A printer is required to obtain hardcopy output, which can be filtered for the type ofinformation requested. The application is capable of being accessed via local and wide area networksin the future. If specific interest in the log is continued, maintenance could happen on a continualbasis once funding is identified. This means that the electronic version of the log could remain cur-rent as each project is completed, allowing LAN and WAN users the capacity to always have the mostcurrent information at their desktops.

If you have a particular issue with something that the log misreports, we are interested in making itright. However, we ask that you help us by identifying the problem by printing the certain page(s)and marking them up and sending them to the Data Team at Mail Drop 147A. Please include helpfulinformation that you may know such as the project number or source of data that will help us confirmand fix the problem. Then you may be able to see the changes take place by viewing the log over theWAN or LAN.

We hope that you find the new format of the log user-friendly. Many good suggestions from inter-ested parties were incorporated into this version. The size of the printed log grew by 20 pages over 4years. However, the electronic version can be printed in shorter versions (show only traffic countstations or show only frontage roads, etc.) and by specific routes.

Because of the lack of completeness acknowledged in this Log, you may find discrepancies betweenthis document and other databases such as the bridge or pavement management systems. As themanagement systems arrive in a client-server environment, they may be directly linked into the Log sothat those discrepancies are eliminated and a single pavement, project, or bridge condition can existand be maintained solely inside of its own management system, yet be �viewed� through the format ofthe SHS Log, or other formats that are currently under development at ADOT.

11/18/97

INTRODUCING: THE ARIZONASTATE HIGHWAY SYSTEM LOG(as of 12/31/1996)

Route Name (5 Char.)Abbreviation Description

Char 1: I - Interstate Highway (System) S - State Highway

U - US Highway

Char 2: null - none (Qualifier) A - Alternate

B - BusinessL - LoopS - SpurT - Truck RouteX - TemporaryY - Wye

Char 3-5: Left packed with zeros(Route Number)

Two exceptions to above rule:3rd Char. = “Y” for SAY89 and SLY89

Junction TypeAbbreviation Description

[ ] Intersection Geometrics Descriptor1 Right Turn Lane in Cardinal Direction2 Left Turn Lane in Cardinal Direction3 Right Turn Lane in Non-Cardinal Direction4 Left Turn Lane in Non-Cardinal DirectionB Intersecting Street to Left and RightL Intersecting Street to LeftR Intersecting Street to Right

SymAbbreviation Description

BR BridgeDH Divided Highway ProjectEB EastboundEQ EquationFR Frontage RoadIS Inspection StationJ JunctionJB Jurisdictional BoundaryMD MedianMP 1988 Milepost Log EntryNB NorthboundOP OverpassPL Passing LaneRA Rest AreaSB SouthboundSC Striping ChangeSVP Slow Vehicle PulloutTCS Traffic Count StationTI Traffic InterchangeTN TunnelTR Truck Escape RampUB Urban BoundaryUH Undivided Highway ProjectUP UnderpassWB WestboundWS Weigh StationX Other Informational Item

Pavement/Shoulder TypeAbbreviation Description

AC Asphaltic ConcreteBST Bituminous Surface TreatedCCMB Combination Concrete and

Mixed BituminousMBH Mixed Bituminous, High TypeMBL Mixed Bituminous, Low TypePCC Portland Cement Concrete

Other Abbreviations and DescriptionsAbbreviation Description

aka also known asAADT Average Annual Daily TrafficAve AvenueBeg BeginBlvd Boulevarddir CL City Limitdir UB Urban BoundaryDr DriveElev ElevationFwy FreewayGS Grade Separated Hwy. CrossingIR Indian ReservationMI Theoretical Route MileMR Military ReservationNF National ForestNM National MonumentNP National ParkOvlp OverlapRd RoadRR RailroadSt StreetTI Traffic Interchange

Where dir = E for EastN for NorthS for SouthW for West

1997 ARIZONA STATE HIGHWAY SYSTEM LOG LEGENDLE

GE

ND

I 008STATE HIGHWAY SYSTEM LOG - I 008 MP 0.00(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.

YearBuiltProjectSymMilePost

Theor.RouteMile

I 008Beg I 008 at AZ/CA State Line0.00 J -----0.00

UB Inside Yuma UBJB Yuma County

Colorado River BR 4DHPCC 1024Colorado River BR PCC 0.38 2 4EB 78PCC 424Colorado River BR PCC 0.38 2 10WB 78

MD Conc Median BarrierX Curb to Left and Right

0.30 TCS 151080.30

I 8 9 2 40.38 DH0.38PCC 1024I 8 9 2 PCC 0.20 2 4EB 78PCC 424I 8 9 2 PCC 0.20 2 10WB 78

MD Var Soil Median

Exit # 1(Giss Pkwy)0.57 J -----0.578124th Street OP (EB) 1.18 1 2 205 ft ConcTI 762124th Street OP (WB) 1.16 1 8 204 ft ConcTI 76


MD Var Soil Median

Weigh Station0.95 WS0.95

I 8 1 62 41.10 DH1.10MBH 1024I 8 1 62 AC 1.30 2 4EB 76MBH 424I 8 1 62 AC 1.30 2 10WB 76

MD Var Soil Median

1.70 TCS 153861.70

MBH 124Two Way Frontage Rd Right 0.26 2 11.97 FR1.97

Exit # 2 (16th St)2.23 J -----2.23812U 095 UP (EB) 0.86 1 2 17 ' - 03"TI 70212U 095 UP (WB) 0.80 1 8 16 ' - 04"TI 70

I 8 1 59 49 42.40 DH2.40MBH 1024I 8 1 59 49 AC 0.52 2 4EB 72MBH 424I 8 1 59 49 AC 0.52 2 10WB 72

MD Var Soil Median

2.60 TCS 210452.60

1024Ave 2E (EB) 2 4 16 ' - 06"2.92 UP 702.92424Ave 2E (WB) 2 10 16 ' - 03"UP 70

I 8 1 59 42 4DHMBH 1024I 8 1 59 42 AC 7.24 2 4EB 72MBH 424I 8 1 59 42 AC 7.24 2 10WB 72

MD Var Soil Median

Printed: 3/21/00 I 0081Page: MP 2.92


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit #3 at S 2803.98 J -----3.98UB ECL UB Yuma

812Ave 3E OP (EB) 0.55 1 2 119 ft ConcTI 70212Ave 3E OP (WB) 0.63 1 8 129 ft ConcTI 70

MBH 124Two Way Frontage Rd Left 1.32 2 1FR


5.80 TCS 191015.80

Exit # 77.63 J -----7.63812Araby Rd OP (EB) 0.96 1 2 147 ft ConcTI 68212Araby Rd OP (WB) 1.04 1 8 147 ft ConcTI 68

8.50 TCS 175858.50

324Union Pacific RR (EB) 2 3 281 ft Steel8.68 OP 688.68

324Union Pacific RR (WB) 2 3 281 ft Steel8.72 OP 688.72

B Canal9.38 J9.38UB WUB Fortuna Foothills

Exit # 9 at SB0089.40 J -----9.40812East Yuma OP (EB) 0.73 1 2 313 ft ConcTI 68

212East Yuma OP (WB) 1.55 1 8 313 ft Conc9.42 TI 689.42


MD Var Soil Median

10.80 TCS 2270710.80


MD Var Soil Median

Exit # 1212.21 J -----12.21614Fortuna Rd UP (EB) 0.69 1 2 0 ftTI 97214Fortuna Rd UP (WB) 0.59 1 6 0 ftTI 97

13.00 TCS 1861513.00


MD Var Soil Median

Exit # 1414.24 J -----14.24224Foothills Blvd UP (EB) 0.65 2 2 16 ' - 06"TI 88224Foothills Blvd UP (WB) 0.59 2 2 16 ' - 06"TI 88

1024Fortuna Wash (EB) 2 4 215 ft Conc14.87 BR 6714.87424Fortuna Wash (WB) 2 10 215 ft ConcBR 67

Printed: 3/21/00 I 0082Page: MP 14.87


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MD Var Soil Median

1024Fortuna Frontage Rd (EB) 2 4 94 ft Conc14.98 OP 6714.98424Fortuna Frontage Rd (WB) 2 10 94 ft ConcOP 67

16.60 TCS 980016.60

024Border Patrol Inspection Station (EB) 0.95 2 016.64 IS16.64


MD Var Soil Median

1024Telegraph Pass (EB) 2 4 16 ' - 04"18.88 UP 6718.88324Telegraph Pass (WB) 2 3 267 ft SteelOP 67

19.70 UB EUB Fortuna Foothills19.70X Gila Mountains Divide

1024Dome (EB) 2 4 16 ' - 03"20.36 UP 6720.36324Dome (WB) 2 3 249 ft SteelOP 67


MD Var Soil Median

Exit # 2121.03 J -----21.03812Dome Valley Rd (EB) 0.93 1 2 19 ' - 07"TI 69

212Dome Valley Rd (WB) 0.59 1 8 16 ' - 04"21.07 TI 6921.07

812Ligurta Parking 1.31 1 222.10 RA22.10

1024Red Top Wash (EB) 2 4 157 ft Conc22.90 BR 6922.90424Red Top Wash (WB) 2 10 157 ft ConcBR 69

1024Ligurta Wash (EB) 2 4 469 ft Conc24.09 BR 6924.09424Ligurta Wash (WB) 2 10 469 ft ConcBR 69

024Two Way Frontage Rd Left 2.36 2 024.86 FR24.86

25.90 TCS 908125.90

1024Adonde Rd (EB) 2 4 107 ft Conc26.70 OP 6926.70424Adonde Rd (WB) 2 10 107 ft ConcOP 69

I8 1 86 43 428.97 DH28.97MBH 1024I8 1 86 43 AC 8.09 2 4EB 89MBH 424I8 1 86 43 AC 7.70 2 10WB 89

MD Var Soil Median

Exit # 30 (Ave 29E)30.80 J -----30.80812Wellton UP (EB) 0.68 1 2 16 ' - 03"TI 69

Printed: 3/21/00 I 0083Page: MP 30.80


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

212Wellton UP (WB) 0.56 1 8 16 ' - 06"30.80 TI 6930.80

Wallton Canal31.53 BR31.53


34.40 TCS 796834.40


1024Mohawk Canal (EB) 2 4 189 ft Steel36.39 BR 6936.39424Mohawk Canal (WB) 2 10 212 ft SteelBR 69


MD Var Soil Median

Exit # 37 (Ave 36E)37.95 J -----37.95812Roll UP (EB) 0.66 1 2 16 ' - 04"TI 66212Roll UP (WB) 0.64 1 8 16 ' - 06"TI 66

40.30 TCS 828340.30

Exit # 42 (Ave 40E)42.06 J -----42.06812Tacna UP (EB) 0.61 1 2 16 ' - 08"TI 66212Tacna UP (WB) 0.64 1 8 16 ' - 07"TI 66

48.50 TCS 797948.50

1024Union Pacific RR (EB) 2 4 153 ft Steel54.88 OP 6654.88824Union Pacific RR (WB) 2 10 153 ft SteelOP 66

Exit # 54 (Ave 52.5E)54.96 J -----54.96812Mohawk OP (EB) 0.79 1 2 158 ft ConcTI 63212Mohawk OP (WB) 0.54 1 8 158 ft ConcTI 63024Two Way Frontage Rd Left 12.45 2 0FR

I8 1 45 17 IN 55 6 455.32 DH55.32MBH 1024I8 1 45 IN55 6 AC 0.13 2 4EB 65MBH 424I8 1 17 AC 0.13 2 10WB 64

MD Var Soil Median

I8 1 45 17 IN 55 6 455.45 DH55.45MBH 1024I8 1 45 IN55 6 AC 0.05 2 4EB 88MBH 424I8 1 80 17 AC 0.05 2 10WB 82

MD Var Soil Median

I8 1 85 17 IN 55 6 455.50 DH55.50MBH 1024I8 1 85 IN556 AC 1.25 2 4EB 88MBH 424I8 1 85 17 AC 1.25 2 10WB 82

MD Var Soil Median

812Mohawk Rest Areas 0.85 1 255.93 RA55.93

Printed: 3/21/00 I 0084Page: MP 55.93


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

I8 1 13 85 80F169 3 456.75 DH56.75MBH 1024I8 1 85 FI69 3 AC 9.18 2 6EB 88MBH 424I8 1 80 13 AC 9.18 2 10WB 82

MD Var Soil Median

60.20 TCS 782360.20

G 122Two Way Frontage Rd Right 3.29 2 162.65 FR62.65

I8 1 70 10 IN 2 1 465.93 DH65.93MBH 1024I8 1 70 10IN10 2 AC 0.02 2 4EB 79MBH 424I8 1 70 10 AC 0.02 2 10WB 79

MD 76 ft Soil MedianG 122Two Way Frontage Rd Right 1.48 2 1FR

IM-8-1(96) 465.95 DH65.95AC 1024IM-8-1(96) AC 6.06 2 4EB 95AC 424IM-8-1(96) AC 6.06 2 10WB 95

MD 76 ft Soil Median

Exit # 6767.41 J -----67.41812Dateland OP (EB) 0.67 1 2 107 ft ConcTI 62212Dateland OP (WB) 0.74 1 8 107 ft ConcTI 62

G 122Two Way Frontage Rd Right 5.12 2 1FRG 122Two Way Frontage Rd Left 4.31 2 1FR

70.00 TCS 905670.00

I8 1 70 10 I 2 1 2 472.01 DH72.01MBH 1024I8 1 70 10 I 2 1 AC 0.52 2 4EB 79MBH 424I8 1 70 10 AC 0.52 2 10WB 79

MD Var Soil Median

I8 1 70 I 2 1 2 472.53 DH72.53MBH 1024I8 1 70 I 2 1 2 AC 7.33 2 4EB 79MBH 424I8 1 70 8 AC 7.33 2 10WB 79

MD 74 ft Soil Median024Two Way Frontage Rd Right 7.33 2 0FR

Exit # 7373.48 J -----73.48812Aztec Rd OP (EB) 0.67 1 2 97 ft ConcTI 62212Aztec Rd OP (WB) 0.69 1 8 97 ft ConcTI 62024Two Way Frontage Rd Left 1.30 2 0FR


76.50 TCS 824576.50


Exit # 7878.46 J -----78.46812Spot Rd OP (EB) 0.79 1 2 97 ft ConcTI 62212Spot Rd OP (WB) 0.72 1 8 97 ft ConcTI 62


Printed: 3/21/00 I 0085Page: MP 78.94


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

79.86 JB Maricopa County79.86I8 2 503 76 48 23 4DH

MBH 1024I8 2 503 48 AC 8.20 2 4EB 79MBH 424I8 2 76 23 AC 8.20 2 10WB 78

MD Var Soil Median024Two Way Frontage Rd Left 1.96 2 0FR

81.00 TCS 741081.00

812Sentinel Rest Areas 0.94 1 283.83 RA83.83


MBH 124Two Way Frontage Rd Left 0.13 2 185.97 FR85.97


Exit # 8787.04 J -----87.04812Sentinel OP (EB) 0.65 1 2 97 ft ConcTI 62212Sentinel OP (WB) 0.68 1 8 97 ft ConcTI 62

I8 2 76 21 F69 34 488.06 DH88.06MBH 1024I8 2 503 F69 34 AC 0.09 2 4EB 79MBH 424I8 2 76 21 AC 0.09 2 10WB 78


I8 2 76 21 F69 34 488.15 DH88.15MBH 1024I8 2 76 21F6934 AC 7.71 2 4EB 78MBH 424I8 2 76 21 AC 7.71 2 10WB 78


91.30 TCS 753191.30

I8 2 57 17 FI 65 5 495.86 DH95.86MBH 1024I8 2 57 FI 65 5 AC 4.14 2 4EB 69MBH 424I8 2 57 17 AC 4.14 2 10WB 69


I8 2 57 85 FI 65 5 4100.00 DH100.00MBH 1024I8 2 57FI 65 5 AC 6.00 2 4EB 69MBH 424I8 2 85 57 AC 6.00 2 10WB 86



024Two Way Frontage Rd Right 3.66 2 0101.84 FR101.84

Exit # 102102.23 J -----102.23812Painted Rock OP (EB) 0.67 1 2 89 ft ConcTI 58212Painted Rock OP (WB) 0.66 1 8 89 ft ConcTI 58

104.00 TCS 7756104.00



Printed: 3/21/00 I 0086Page: MP 106.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


Exit # 106106.51 J -----106.51812Paloma OP (EB) 0.72 1 2 97 ft ConcTI 60212Paloma OP (WB) 0.71 1 8 97 ft ConcTI 60

108.00 TCS 7815108.00

Exit # 111111.42 J -----111.42812Citrus Valley OP (EB) 0.79 1 2 97 ft ConcTI 60212Citrus Valley OP (WB) 0.78 1 8 97 ft ConcTI 60

112.80 TCS 7988112.80

BST 124Two Way Frontage Rd Left 1.49 2 1113.24 FR113.24

Exit # 115 at SB008 W115.14 J -----115.14812W Gila Bend OP (EB) 1.12 1 2 659 ft ConcTI 71212W Gila Bend OP (WB) 0.55 1 8 659 ft ConcTI 71

BST 124Two Way Frontage Rd Right 0.49 2 1FR


MD Var Soil Median

115.40 TCS 3724115.40

Exit # 116115.62 J -----115.62812S 085 OP (EB) 0.16 1 2 171 ft ConcTI 71212S 085 OP (WB) 0.21 1 8 171 ft ConcTI 71

I8 2 88 45 44 4115.95 DH115.95MBH 1024I8 2 45 44 AC 1.48 2 4EB 88MBH 424I8 2 88 45 44 AC 1.48 2 10WB 88

MD Var Soil Median

116.10 TCS 4511116.10

1024Tucson Cornelia & Gila Bend RR (Inactive) (EB) 2 4 120 ft Conc116.35 OP 69116.35424Tucson Cornelia & Gila Bend RR (Inactive) (WB) 2 10 120 ft ConcOP 69

1024County Rd (EB) 2 4 107 ft Conc116.76 OP 69116.76424County Rd (WB) 2 10 107 ft ConcOP 69

1024Sand Tanks Wash (EB) 2 4 201 ft Conc117.38 BR 69117.38424Sand Tanks Wash (WB) 2 10 201 ft ConcBR 69

I8 2 88 45 44 4117.43 DH117.43MBH 1024I8 2 88 45 44 AC 2.21 2 4EB 88MBH 424I8 2 88 45 44 AC 2.21 2 10WB 88

MD Var Soil Median

Exit # 119 at SB008 E119.42 J -----119.42812E Gila Bend UP (EB) 0.44 1 2 16 ' - 06"TI 69212E Gila Bend UP (WB) 0.79 1 8 16 ' - 11"TI 69

BST 124Two Way Frontage Rd Right 0.49 2 1FRPrinted: 3/21/00 I 0087Page: MP 119.42


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile





120.10 TCS 6089120.10

812Gila Bend Rest Areas (Closed) 0.74 1 2123.41 RA123.41



AC-FIR-8-2(94) 4134.61 DH134.61AC 1024AC-FIR-8-2(94) AC 6.58 2 4EB 92AC 424AC-FIR-8-2(94) AC 6.58 2 10WB 92


Exit # 140140.81 J -----140.81812Freeman Rd OP (EB) 0.45 1 2 29 ft ConcTI 58212Freeman Rd OP (WB) 0.38 1 8 29 ft ConcTI 58





143.00 TCS 6347143.00

Exit # 144144.57 J -----144.57812Vekol Rd UP (EB) 0.28 1 2 16 ' - 01"TI 59212Vekol Rd UP (WB) 0.77 1 8 16 ' - 01"TI 59

1424Vekol Wash (EB) 2 10 190 ft Conc144.73 BR 59144.73624Vekol Wash (WB) 2 10 188 ft ConcBR 54

147.00 TCS 4786147.00

147.60 JB Pinal County147.60I8 2 91 63 9 4DH

MBH 1024I8 2 91 63 9 AC 3.55 2 4EB 90MBH 424I8 2 63 9 AC 3.55 2 10WB 74


Printed: 3/21/00 I 0088Page: MP 147.60


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

812Table Top Rest Area (EB) 0.19 1 2148.85 RA148.85

212Table Top Rest Area (WB) 0.19 1 8150.85 RA150.85

I8 2 91 47 46 9 61B 4151.15 DH151.15MBH 1024I8 2 91 47 9 AC 0.06 2 4EB 90MBH 424I8 2 47 46 61B AC 0.06 2 10WB 68


I 8 2 91 46 4151.21 DH151.21MBH 1024I 8 2 91 46 AC 9.56 2 4EB 90MBH 424I 8 2 46 AC 9.56 2 10WB 68


Exit # 151 at S 084151.68 J -----151.68812Maricopa Rd UP (EB) 0.72 1 2 16 ' - 00"TI 62212Maricopa Rd UP (WB) 0.48 1 8 16 ' - 04"TI 62124Two Way Frontage Rd Right 0.68 2 1FR

1024Smith Rd (EB) 2 4 90 ft Conc157.57 OP 62157.57424Smith Rd (WB) 2 10 90 ft ConcOP 62

159.10 TCS 4927159.10

IM-8-2(99) 4160.77 DH160.77AC 926IM-8-2(99) AC 0.10 2 3EB 95

MBH 424I 8 2 46 AC 0.10 2 10WB 68MD 76 ft Soil Median



Exit # 161161.53 J -----161.53812Stanfield Rd UP (EB) 0.68 1 2 16 ' - 03"TI 65212Stanfield Rd UP (WB) 0.61 1 8 16 ' - 05"TI 65

162.40 TCS 5091162.40

1024Murphy Rd (EB) 2 4 16 ' - 04"162.53 UP 65162.53424Murphy Rd (WB) 2 10 16 ' - 00"UP 65

324Santa Rosa Wash (EB) 2 3 620 ft Conc163.06 BR 65163.06324Santa Rosa Wash (WB) 2 3 620 ft ConcBR 65

1024Russell Rd (EB) 2 4 16 ' - 01"164.54 UP 65164.54424Russell Rd (WB) 2 10 16 ' - 05"UP 65

1024Midway Rd (EB) 2 4 16 ' - 06"166.53 UP 66166.53424Midway Rd (WB) 2 10 17 ' - 03"UP 66

324Greenes Wash (EB) 2 3 471 ft Conc166.91 BR 66166.91324Greenes Wash (WB) 2 3 471 ft ConcBR 66

Exit # 167167.53 J -----167.53812Montgomery Rd UP (EB) 0.39 1 2 16 ' - 03"TI 66

Printed: 3/21/00 I 0089Page: MP 167.53


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

212Montgomery Rd UP (WB) 0.39 1 8 16 ' - 09"167.53 TI 66167.53

168.70 TCS 4956168.70

Exit # 169169.54 J -----169.54812Bianco Rd UP (EB) 0.47 1 2 16 ' - 06"TI 66212Bianco Rd UP (WB) 0.45 1 8 16 ' - 08"TI 66





170.70 TCS 5193170.70

324Santa Cruz Wash (EB) 2 3 351 ft Conc170.94 BR 66170.94324Santa Cruz Wash (WB) 2 3 351 ft ConcBR 66

Exit # 172172.53 J -----172.53812Thornton Rd UP (EB) 0.39 1 2 15 ' - 10"TI 67212Thornton Rd UP (WB) 0.74 1 8 15 ' - 09"TI 67

173.50 TCS 6130173.50

1024Chuichu Rd (EB) 2 4 15 ' - 11"173.54 UP 67173.54424Chuichu Rd (WB) 2 10 16 ' - 04"UP 67

Exit # 174174.54 J -----174.54812Trekell Rd UP (EB) 0.49 1 2 15 ' - 11"TI 67212Trekell Rd UP (WB) 0.41 1 8 16 ' - 10"TI 67024Two Way Frontage Rd Right 0.30 2 0FR

175.66 UB WUB Casa Grande175.661024Peart Rd (EB) 2 4 95 ft ConcOP 67424Peart Rd (WB) 2 10 95 ft ConcOP 67024Two Way Frontage Rd Right 0.30 2 0FR

176.90 TCS 5550176.90



End I 008 at I 010 on OP178.33 J -----178.33

Opposite Direction Route Length: 177.94 mi. Lengths of Frontage Roads and Others: 112.06 mi.Main Direction Route Length: 178.33 mi.SB008(1)

Beg SB008(1) AZ/CA State Line on Colorado River Bridge0.00 J -----0.00UB NCL Within UB of YumaJB Inside Yuma County

Printed: 3/21/00 SB008(1)10Page: MP 0.00

SB008(1)STATE HIGHWAY SYSTEM LOG - SB008(1) MP 0.00(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

224Colorado River (EB) 2 2 837 ft Steel0.00 BR 560.00224Colorado River (WB) 2 2 837 ft SteelBR 56

FI 407 1 4DHPCC 224FI 407 1 PCC 0.08 2 2EB 56PCC 224FI 407 1 PCC 0.08 2 2WB 56

MD 6 ft Conc Curbed Median

M950-2-507 40.08 DH0.08AC 224M950-2-507 AC 0.19 2 0EB 96AC 024M950-2-507 AC 0.19 2 2WB 96

MD Var Soil MedianX Curb to Left and Right

0.10 TCS 170700.10

1st St0.27 J0.27AC 048M950-2-507 AC 3.45 4 0UH 96

MD 12 ft Painted Median

8th St1.12 J -----1.12

1.60 TCS 207461.60

U 095 aka 16th St2.12 J -----2.12

3.00 TCS 275803.00

M950-2-507 63.72 DH3.72AC 036M950-2-507 AC 0.22 3 0EB 96AC 036M950-2-507 AC 0.22 3 0WB 96

MD Var Soil Median

AC 072M-950-2-508 AC 0.37 6 03.94 UH 973.94

32nd St4.22 J -----[B24]4.22

Catalina Dr.4.31 J [B24]4.31AC 072STP-950-2(8)P AC 2.17 6 0UH 98

MD Var Painted MedianX Curb to Left and Right

4.35 X Curb to Left and Right4.35

Median Cross-Over4.43 J [U24]4.43

Arizona Ave4.51 J [L2]4.51

Ave 1E4.56 J [R4]4.56

Chiquita Ave4.71 J [B24]4.71

Private Drive's4.82 J [B24]4.82

Bonanza Dr4.96 J [R24]4.96

5.00 TCS 267005.00X Curb to Left and Right

Fortuna Ave5.08 J [B24]5.08



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Winsor Dr5.19 J [L24]5.19

Ave 2E5.52 J -----5.52

Avenue 2E/Yuma International Airport5.58 J [B24]5.58

Dirt Road to Fairgrounds5.99 J [L2]5.99

6.00 TCS 267006.00

Avenue 2 1/2E6.09 J [L24]6.09


F020 1 502 11 46.48 DH6.48MBH 1024F020 1 502 11 AC 0.07 2 2EB 67MBH 224F020 1 502 11 AC 0.07 2 10WB 67


JCT SR 2806.55 J -----7.00EQ MP 6.55 Back Equals 7.00 Ahead6.55

S 280 aka Ave 3E North to I 008J7.00044FI 82 12 MBL 0.34 4 0UH 52

044FAP 82B NON 82 MBL 1.93 4 06.89 UH 497.34

7.53 UB EUB Yuma (Ave 4E)7.98

8.65 TCS 137909.10

AC 044S-579-506 AC 0.26 4 08.82 UH 978.82

Ave 5E8.95 J [B24]8.95

044FAP 82B NON 82 MBL 2.27 4 09.08 UH 499.53

Araby Rd10.04 J -----10.49

11.05 TCS 1328411.50

044FAP 82B NON 82 MBL 0.16 4 011.35 UH 4911.80

11.51 UB WUB Fortuna Foothills11.96I 8 1 42 2DH

MBH 1012I 8 1 42 AC 0.42 1 2EB 68MBH 212I 8 1 42 AC 0.42 1 8WB 68

MD Var Conc Curbed Median

00EB I 008 UP 0.00 0 0 18 ' - 01"11.91 TI 6812.36

End SB008(1) at I 008 Exit # 911.93 J -----12.38


Beg SB008(3) at I 008 Exit #115 near Gila Bend0.00 J -----117.79JB Inside Maricopa County

MBH 824I8 2 40 FI56 3 AC 0.16 2 8UH 71

824WB I 008 UP 0.00 2 8 26 ' - 11"0.02 TI 71117.81

MBH 824F23 1 14F1 56 3 AC 0.16 2 80.16 UH 90117.95



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 824F23 1 14 FI56 3 AC 0.06 2 80.32 UH 90118.11

MBH 248F23 1 14F2 2 503 AC 2.11 4 20.38 UH 90118.17MD 12 ft Painted MedianX Curb to Left and Right

724S 085 2 7 103 ft Conc0.39 OP 62118.18

0.51 TCS 4420118.30

S 085(1) SB to Ajo0.58 J -----118.37

1.51 TCS 6203119.30

F023 1 13 102 22 NRS 18 42.49 DH120.28MBH 1024F023 1 13 NRS18 AC 0.10 2 4EB 87MBH 424F023 1 13 10222 AC 0.10 2 10WB 87


S 085(2) NB to Buckeye2.55 J -----120.34

F-023-1-517 42.59 DH120.38AC 024F-023-1-517 AC 0.62 2 0EB 93AC 524F-023-1-517 AC 0.62 2 2WB 93

MD Var Soil Median

324S 085 WB Only 2 3 93 ft Conc2.65 OP 60120.44

324Union Pacific RR (EB) 2 3 148 ft Conc2.71 OP 34120.50024Union Pacific RR (WB) 2 0 140 ft ConcOP 60

AC 624F-023-1-517 AC 1.62 2 63.21 UH 93121.00

3.71 TCS 2650121.50

MBH 824I 8 2 88 45 AC 0.21 2 84.83 UH 88122.62

4.89 JB SCL Gila Bend122.68

End SB008(3) at I 008 Exit # 1195.04 J -----122.83

Opposite Direction Route Length: 0.72 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 5.04 mi.I 010

Beg I 010 at AZ/CA State line0.00 J -----0.00JB La Paz County

Colorado River BR 4DHMBH 1224Colorado River BR MBH 0.09 2 10EB 77MBH 1024Colorado River BR MBH 0.09 2 12WB 77

MD Conc Curbed BarrierX Curb to Left and Right


MD Conc Median BarrierMBH 124Two Way Frontage Rd Right 0.77 2 1FRBST 124Two Way Frontage Rd Left 0.61 2 1FR

Printed: 3/21/00 I 01013Page: MP 0.09


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

0.30 TCS 190000.30

Exit # 1 (Ehrenberg Exit)0.70 J -----0.70812Poston Rd UP (EB) 0.49 1 2 16 ' - 08"TI 77212Poston Rd UP (WB) 0.56 1 8 16 ' - 03"TI 77

I10 1 21 FLH1 3 40.84 DH0.84MBH 1024I10 1 21 FLH1 3 AC 0.79 2 4EB 77MBH 424I10 1 21 AC 0.79 2 10WB 77

MD Var Median Barrier

BST 124Two Way Frontage Rd Right 0.61 2 10.86 FR0.86

I10 1 21 8 37 FLH 3 41.63 DH1.63MBH 1024I10 1 21 37FLH3 AC 0.12 2 4EB 77MBH 424I10 1 21 8 AC 0.12 2 10WB 77

MD Var Soil Median

I10 1 54 37 8 FLH 1 3 41.75 DH1.75MBH 1024I10 1 54 37F1 3 AC 0.05 2 4EB 80MBH 424I10 1 54 8 AC 0.05 2 10WB 80

MD Var Soil Median


MD Var Soil Median

2.48 TCS 167182.48

Weigh Station 1.583.10 IS3.10

812Ehrenberg Rest Areas 0.84 1 24.47 RA4.47

Exit # 55.86 J -----5.86812Tom Wells UP (EB) 0.57 1 2 16 ' - 02"TI 63212Tom Wells UP (WB) 0.66 1 8 16 ' - 04"TI 63

7.00 TCS 206997.00

IM-10-1(86) 411.70 DH11.70AC 1024IM-10-1(86) AC 0.30 2 4EB 95

MBH 424I10 1 70 54 15 AC 0.30 2 10WB 89MD Var Soil Median

Exit # 1111.96 J -----11.96212Dome Rock OP (EB) 0.39 1 2 89 ft ConcTI 63212Dome Rock OP (WB) 0.43 1 2 89 ft ConcTI 63

MBH 124One Way Frontage Rd Right 0.15 2 1FRMBH 124One Way Frontage Rd Left 0.22 2 1FR

I10 1 70 54 15F98 20 412.00 DH12.00MBH 1024I10 1 70 37F98 AC 3.80 2 4EB 89MBH 424I10 1 70 54 15 AC 3.80 2 10WB 89


Printed: 3/21/00 I 01014Page: MP 12.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

14.20 TCS 1900314.20

15.80 JB WCL Quartzsite15.80I10 1 70 5 4DH




MD 76 ft Soil MedianMBH 124Two Way Frontage Rd Right 1.36 2 1FR

Exit # 17 at SB010 & S 09517.52 J -----17.52214W Quartzsite/Hwy 95 UP (EB) 0.72 1 2 16 ' - 00"TI 64214W Quartzsite UP (WB) 0.69 1 2 16 ' - 01"TI 64

1024Pedestrian OP (EB) 2 4 16 ' - 07"18.09 UP 6418.09424Pedestrian OP (WB) 2 10 16 ' - 08"UP 64

1424Tyson Wash (EB) 2 4 410 ft Conc18.61 BR 6418.61424Tyson Wash (WB) 2 14 410 ft ConcBR 64

1024S 095 (EB) 2 4 16 ' - 04"18.89 UP 6418.89424S 095 (WB) 2 10 16 ' - 03"UP 64

19.00 TCS 1766319.00

Exit # 19 at SB010 W & S 09519.79 J -----19.79812E Quartzsite UP (EB) 0.52 1 3 16 ' - 03"TI 64312E Quartzsite UP (WB) 0.50 1 8 16 ' - 02"TI 64

MBH 124Two Way Frontage Rd Right 0.40 2 1FR



22.08 JB ECL Quartzsite Elev 87022.08I70 1 70 58 11 4DH

MBH 1024I10 1 70 58 11 AC 1.92 2 4EB 89MBH 424I10 1 70 58 11 AC 1.92 2 10WB 89


22.80 TCS 1403522.80


MD Var Soil Median

Exit # 2626.65 J -----26.65312Gold Nugget UP (EB) 0.42 1 2 16 ' - 10"TI 63212Gold Nugget UP (WB) 0.42 1 3 16 ' - 03"TI 63

Printed: 3/21/00 I 01015Page: MP 26.65


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile



30.60 TCS 1375830.60

Exit # 3131.17 J -----31.17812U 060 UP (EB) 0.80 1 4 17 ' - 10"TI 67412U 060 UP (WB) 0.81 1 8 19 ' - 03"TI 67

31.40 TCS 1650431.40

1024Ramsey Mine Rd (EB) 2 4 16 ' - 03"33.80 UP 6733.80424Ramsey Mine Rd (WB) 2 10 17 ' - 02"UP 67

424Wash (WB) 2 10 164 ft Conc37.08 BR 6737.08

1024Wash (EB) 2 4 164 ft Conc37.12 BR 6737.12

1024New Water Mountain Rd (EB) 2 4 111 ft Conc39.33 BR 6739.33

424New Water Mountain Rd (WB) 2 10 111 ft Conc39.37 BR 6739.37

IM-10-1(85) 241.77 DH41.7700IM-10-1(85) 0.16 0 0EB 96

AC 424IM-10-1(85) AC 0.16 2 10WB 96MD 168 ft Soil Median

ACIM-10-1(84) 441.93 DH41.93AC 1024ACIM-10-1(84) AC 17.23 2 4EB 93AC 424ACIM-10-1(84) AC 17.23 2 10WB 93


Exit # 4545.36 J -----45.36812Vicksburg Rd UP (EB) 0.76 1 2 16 ' - 01"TI 67212Vicksburg Rd UP (WB) 0.66 1 8 15 ' - 10"TI 67

46.60 TCS 1672846.60

812Bouse Wash Rest Areas 2.01 1 252.20 RA52.20

Exit # 5353.96 J -----53.96812Hovatter Rd UP (EB) 0.70 1 2 16 ' - 03"TI 70212Hovatter Rd UP (WB) 0.70 1 8 16 ' - 02"TI 70024Two Way Frontage Rd Right 1.07 2 0FR



1024Sore Finger Rd (EB) 2 4 17 ' - 01"59.47 UP 6859.47424Sore Finger Rd (WB) 2 10 16 ' - 08"UP 68

61.80 TCS 1821661.80

Exit # 6969.66 J -----69.66

Printed: 3/21/00 I 01016Page: MP 69.66


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

812Ave 75E UP (EB) 0.66 1 2 16 ' - 07"69.66 TI 6869.66212Ave 75E UP (WB) 0.66 1 8 16 ' - 02"TI 68


MD Var Soil Median

70.76 JB Maricopa County70.76I10 2 18 7 4DH


MD Var Soil Median

1024Aguila Rd (EB) 2 4 17 ' - 05"72.71 UP 6772.71424Aguila Rd (WB) 2 10 16 ' - 03"UP 67

75.40 TCS 1737775.40


MD Var Soil Median

I10 2 131 19 10 13 480.99 DH80.99MBH 1024I10 2 131 19 13 AC 9.01 2 4EB 89MBH 424I10 2 131 19 13 AC 9.01 2 10WB 89

MD Var Soil Median

Exit # 8181.24 J -----81.24812Salome Rd UP (EB) 1.01 1 2 16 ' - 03"TI 69212Salome Rd UP (WB) 1.01 1 8 16 ' - 02"TI 69

812Burnt Well Rest Areas 1.36 1 286.05 RA86.05

87.70 TCS 1800087.70



FIR-10-2(141) 491.00 DH91.00AC 1024FIR-10-2(141) AC 3.72 2 4EB 92AC 424FIR-10-2(141) AC 3.72 2 10WB 92

MD Var Soil Median

Exit # 94 (Tonopah)94.15 J -----94.15812411th Ave UP (EB) 0.64 1 2 16 ' - 10"TI 71212411th Ave UP (WB) 0.72 1 8 16 ' - 07"TI 71


94.70 TCS 1795194.70

IM-10-2(146) 494.72 DH94.72

Printed: 3/21/00 I 01017Page: MP 94.72


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 1024IM-10-2(146) AC 17.61 2 494.72 EB 9494.72AC 424IM-10-2(146) AC 17.61 2 10WB 94

MD Var Soil Median

1024Belmont Rd (EB) 2 4 17 ' - 00"96.22 UP 7196.22424Belmont Rd (WB) 2 10 17 ' - 06"UP 71

1024Coyote Wash (EB) 2 4 107 ft Conc96.53 BR 7196.53424Coyote Wash (WB) 2 10 107 ft ConcBR 71

Exit # 9898.29 J -----98.29812Wintersburg UP (EB) 0.85 1 2 17 ' - 02"TI 71212Wintersburg UP (WB) 0.83 1 8 16 ' - 05"TI 71

98.80 TCS 1881598.80

1024355th Ave (EB) 2 4 16 ' - 10"101.40 UP 75101.40424355th Ave (WB) 2 10 16 ' - 00"UP 75

Exit # 103103.45 J -----103.45812339th Ave UP (EB) 0.66 1 2 17 ' - 05"TI 74212339th Ave UP (WB) 0.64 1 8 16 ' - 06"TI 74

104.00 TCS 19311104.00

1224Hassayampa River (EB) 2 6 1180 ft Conc104.66 BR 74104.66624Hassayampa River (WB) 2 12 1180 ft ConcBR 74

105.46 UB WUB WCL Buckeye105.46

1024Johnson Rd (EB) 2 4 16 ' - 08"107.60 UP 75107.60424Johnson Rd (WB) 2 10 18 ' - 05"UP 75

Exit # 109109.68 J -----109.68812Palo Verde Rd UP (EB) 0.62 1 2 16 ' - 10"TI 75212Palo Verde Rd UP (WB) 0.61 1 8 16 ' - 10"TI 75

110.20 TCS 19861110.20

IR-IM-10-2(150) 4112.33 DH112.33AC 1024IR-IM-10-2(150) AC 9.97 2 4EB 95AC 424IR-IM-10-2(150) AC 9.97 2 10WB 95


Exit #112 at S 085/Oglesby Rd.112.75 J -----112.751012Ramp UP (EB) 0.48 1 6 17 ' - 06"TI 75212Ramp UP (WB) 0.56 1 8 18 ' - 02"TI 75

Exit #113112.92 J112.92812Ramp UP (EB) 0.45 1 2 17 ' - 06"TI 75212Ramp UP (WB) 0.56 1 8 18 ' - 02"TI 75

113.40 TCS 21592113.40


Exit # 114114.85 J -----114.85812Miller Rd OP (EB) 0.52 1 2 161 ft ConcTI 75

Printed: 3/21/00 I 01018Page: MP 114.85


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

212Miller Rd OP (WB) 0.52 1 8 161 ft Conc114.85 TI 75114.85

115.60 TCS 25207115.60

1224Watson Rd (EB) 2 6 142 ft Conc116.98 OP 75116.98624Watson Rd (WB) 2 12 142 ft ConcOP 75

Exit # 121121.68 J -----121.68812Jackrabbit Trail OP (EB) 0.69 1 2 177 ft ConcTI 75212Jackrabbit Trail OP (WB) 0.69 1 8 177 ft ConcTI 75



122.69 UB WUB WCL Goodyear122.691224Perryville Rd (EB) 2 6 129 ft ConcOP 78624Perryville Rd (WB) 2 12 129 ft ConcOP 78

1224Citrus Rd (EB) 2 6 129 ft Conc123.70 OP 78123.70624Citrus Rd (WB) 2 12 129 ft ConcOP 78

124.20 TCS 28000124.20

Exit # 124 at S 303124.70 J -----124.70812Cotton Lane OP (EB) 0.58 1 2 153 ft ConcTI 78212Cotton Lane OP (WB) 0.61 1 8 153 ft ConcTI 78

1224Roosevelt Irrigation District Canal (EB) 2 6 282 ft Conc125.19 BR 78125.19624Roosevelt Irrigation District Canal (WB) 2 12 282 ft ConcBR 78

1224Sarival Ave (EB) 2 6 129 ft Conc125.70 OP 78125.70624Sarival Ave (WB) 2 12 129 ft ConcOP 78

126.10 TCS 36000126.10

Exit # 126126.69 J -----126.69812Estrella Pkwy OP (EB) 0.58 1 2 153 ft ConcTI 78212Estrella Pkwy OP (WB) 0.65 1 8 153 ft ConcTI 78

1224Airport Wash (EB) 2 6 202 ft Conc127.15 BR 78127.15624Airport Wash (WB) 2 12 202 ft ConcBR 78

127.50 TCS 39000127.50

1224Bullard Ave (EB) 2 6 141 ft Conc127.68 OP 78127.68624Bullard Ave (WB) 2 12 141 ft ConcOP 78

1224Union Pacific RR (Inactive) (EB) 2 6 137 ft Conc128.46 OP 78128.46624Union Pacific RR (Inactive) (WB) 2 12 137 ft ConcOP 78

Exit # 128128.69 J -----128.691212Litchfield Rd (EB) 0.82 1 6 163 ft ConcTI 78612Litchfield Rd (WB) 0.82 1 12 163 ft ConcTI 78

129.20 TCS 48000129.20

Exit # 129129.70 J -----129.70Printed: 3/21/00 I 01019Page: MP 129.70


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

129.70 JB WCL Avondale129.70812Dysart Rd OP (EB) 0.67 1 2 163 ft ConcTI 78212Dysart Rd OP (WB) 0.83 1 8 163 ft ConcTI 78


MD Var Soil Median


MD Var Soil Median

1236Agua Fria River (EB) 3 10 1502 ft Conc130.00 BR 84130.001036Agua Fria River (WB) 3 12 1502 ft ConcBR 84


MD Var Soil Median

130.90 TCS 57500130.90

Exit # 131131.68 J -----131.681024115th Ave OP (EB) 0.61 2 4 153 ft ConcTI 84424115th Ave OP (WB) 0.61 2 10 153 ft ConcTI 84

AC-FIR-10-2(142) 6132.14 DH132.14AC 2236AC-FIR-10-2(142) PCC 0.56 3 8EB 94

PCC 836I 10 2 84 PCC 0.56 3 10WB 84MD 76 ft Soil Median

Exit #132132.66 J132.66812107th Ave OP (EB) 0.35 1 2 0 ftTI 94212107th Ave OP (WB) 0.28 1 8 0 ftTI 94

132.70 TCS 59500132.70I 10 2 84 6DH

PCC 1036I 10 2 84 PCC 0.98 3 8EB 84PCC 836I 10 2 84 PCC 0.98 3 10WB 84

MD Var Soil Median

Exit # 133133.68 J -----133.68UB WUB Phoenix and WCL Tolleson

42499th Ave OP (EB) 0.63 2 10 153 ft ConcTI 84102499th Ave OP (WB) 0.62 2 4 153 ft ConcTI 84

I 10 2 81 6DHPCC 1036I 10 2 81 PCC 1.17 3 8EB 84PCC 836I 10 2 81 PCC 1.17 3 10WB 84

MD Var Soil Median

134.20 TCS 54634134.20

Printed: 3/21/00 I 01020Page: MP 134.20


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit # 134134.67 J -----134.67102491st Ave UP (EB) 0.64 2 4 16 ' - 08"TI 8442491st Ave UP (WB) 0.65 2 10 16 ' - 07"TI 84


MD Var Soil Median

135.20 TCS 85001135.20

Exit # 135135.66 J -----135.66JB WCL Phoenix

102483rd Ave UP (EB) 0.62 2 4 16 ' - 03"TI 8442483rd Ave UP (WB) 0.62 2 10 16 ' - 05"TI 84

I 10 2 81 8DHPCC 1048I 10 2 81 PCC 1.95 4 10EB 84PCC 1048I 10 2 81 PCC 1.95 4 10WB 84

MD Var Soil Median

135.80 TCS 94979135.80

Exit # 136A136.10 J -----136.10121279th Ave UP (EB) 0.28 1 4 16 ' - 04"TI 8941279th Ave UP (WB) 0.29 1 10 16 ' - 04"TI 89

136.20 TCS 94257136.20

Exit # 136B136.68 J -----136.68102475th Ave UP (EB) 0.65 2 4 16 ' - 05"TI 8442475th Ave UP (WB) 0.66 2 10 16 ' - 09"TI 84

137.20 TCS 108522137.20


MD Var Soil Median


138.10 TCS 122448138.10

104863rd Ave (EB) 4 10 16 ' - 07"138.13 UP 84138.13104863rd Ave (WB) 4 10 16 ' - 06"UP 84


139.10 TCS 132426139.10

I 10 2 108 8139.14 DH139.14PCC 1048I 10 2 108 PCC 1.04 4 10EB 84

Printed: 3/21/00 I 01021Page: MP 139.14


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

PCC 1048I 10 2 108 PCC 1.04 4 10139.14 WB 84139.14MD 50 ft Soil Median

Exit # 139139.66 J -----139.66102451st Ave UP (EB) 0.64 2 4 16 ' - 00"TI 8442451st Ave UP (WB) 0.62 2 10 16 ' - 02"TI 84

140.10 TCS 149247140.10



Exit # 140140.65 J -----140.65102443rd Ave UP (EB) 0.64 2 4 16 ' - 02"TI 8542443rd Ave UP (WB) 0.65 2 10 16 ' - 08"TI 85

141.10 TCS 164607141.10






MD Var Soil Median

142.00 TCS 159659142.00


MD Var Soil Median

104831st Ave (EB) 4 10 16 ' - 05"142.15 UP 85142.15106031st Ave (WB) 5 10 17 ' - 00"UP 85


MD Var Soil Median

Exit # 142142.65 J -----142.6582427th Ave OP (EB) 0.33 2 2 130 ft ConcTI 8622427th Ave OP (WB) 0.34 2 8 130 ft ConcTI 86

Printed: 3/21/00 I 01022Page: MP 142.65


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

142.90 TCS 162586142.90I 10 2 128 8DH


MD Conc Median Barrier

Exit # 143A143.18 J -----143.18824I 017 OP (EB) 2.71 2 2 2783 ft ConcTI 87224I 017 OP (WB) 3.12 2 8 2783 ft ConcTI 87



143.40 TCS 202622143.40

I10 3 239 137 10143.63 DH143.63PCC 1060I10 3 239 137 PCC 0.31 5 10EB 90PCC 1060I10 3 239 137 PCC 0.31 5 10WB 90

MD Conc Curbed Median

Exit # 143B143.78 J -----143.7842419th Ave OP (EB) 0.52 2 4 164 ft ConcTI 8822419th Ave OP (WB) 0.33 2 4 164 ft ConcTI 88



144.00 TCS 206729144.00




144.90 TCS 206753144.90

10603rd Ave/Central 5 12 16 ' - 02"144.94 TN 89144.9412603rd Ave/Central 5 10 16 ' - 02"TN 89

Exit 5th & 3rd Ave HOV Exit144.95 J -----144.95

145.22 TCS 229996145.22



Printed: 3/21/00 I 01023Page: MP 145.43


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit # 145A145.44 J -----145.448123rd Street UP (EB) 0.25 1 2 16 ' - 02"TI 892123rd Street UP (WB) 0.25 1 8 16 ' - 02"TI 89



145.94 TCS 219788145.94Exit # 145BJ -----

2247th Street UP (EB) 0.65 2 2 18 ' - 00"TI 882247th Street UP (WB) 0.66 2 2 18 ' - 00"TI 88

106010th St Pedestrian OP (EB) 5 12 18 ' - 02"146.21 UP 88146.21126010th St Pedestrian OP (WB) 5 10 18 ' - 02"UP 88

106012th St (EB) 5 12 16 ' - 04"146.43 UP 88146.43126012th St (WB) 5 10 16 ' - 08"UP 88

146.55 TCS 239909146.55



Exit # 146146.96 J -----146.9662416th Street UP (EB) 0.26 2 2 16 ' - 05"TI 8822416th Street UP (WB) 0.33 2 6 16 ' - 06"TI 88

147.05 TCS 210011147.05


Exit # 147 at S 202 & S 051147.37 J -----147.371048E Papago Fwy UP (EB) 0.00 4 10 16 ' - 08"TI 881048E Papago Fwy UP (WB) 0.00 4 10 16 ' - 08"TI 88

1048Roosevelt St (EB) 4 10 16 ' - 03"147.51 UP 88147.511048Roosevelt St (WB) 4 10 16 ' - 01"UP 88


MD Var Soil Median

1048Van Buren St (EB) 4 10 97 ft Conc147.99 OP 88147.991048Van Buren St (WB) 4 10 97 ft ConcOP 88

148.10 TCS 212757148.10

Exit # 148148.42 J -----148.421024Washington St/Jefferson St OP (EB) 0.51 2 10 517 ft ConcTI 881024Washington St/Jefferson St OP (WB) 0.54 2 10 517 ft ConcTI 88

Printed: 3/21/00 I 01024Page: MP 148.42


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

148.81 TCS 154205148.81

Exit # 149149.21 J -----149.21624Sky Harbor Blvd OP (EB) 0.48 2 2 425 ft ConcTI 88224Sky Harbor Blvd OP (WB) 0.46 2 6 425 ft ConcTI 88

149.44 TCS 183359149.44

1048Mohave St (EB) 4 12 150 ft Conc149.59 OP 88149.591248Mohave St (WB) 4 10 150 ft ConcOP 88

Exit # 150149.86 J -----149.86224I 017 UP (EB) 0.46 2 4 16 ' - 07"TI 88424I 017 UP (WB) 0.41 2 2 16 ' - 07"TI 88

150.00 EQ MP 150.00 Back Equals 149.40 Ahead150.00I 10 3 239 12DH149.40



150.19 TCS 219683149.59

Exit # 150B I 017 merge150.27 J -----149.6722424th Street OP (EB) 0.22 2 2 159 ft ConcTI 8822424th Street OP (WB) 0.22 2 2 159 ft ConcTI 88



150.60 TCS 207086150.00

1072Salt River (EB) 6 12 1568 ft Conc151.12 BR 88150.521272Salt River (WB) 6 10 1568 ft ConcBR 88



Exit # 151151.78 J -----151.18224University Dr (EB) 0.36 2 8 17 ' - 02"TI 89824University Dr (WB) 0.36 2 2 19 ' - 01"TI 89

152.10 TCS 220207151.50

I10 3 198 312 52 10152.57 DH151.97PCC 1260I10 3 198 312 52 PCC 1.13 5 4EB 90PCC 460I10 3 198 312 52 PCC 1.13 5 12WB 90


Exit # 152152.70 J -----152.1022440th Street UP (EB) 1.13 2 2 16 ' - 06"TI 9022440th Street UP (WB) 0.98 2 2 16 ' - 06"TI 90

Printed: 3/21/00 I 01025Page: MP 152.10


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

153.20 TCS 199992152.60

Exit # 153A at S 143 Hohokam Fwy153.70 J -----153.10JB WCL Tempe

22448th Street UP (EB) 0.48 2 2 16 ' - 11"TI 9046048th St (WB) 5 12 17 ' - 00"UP 90

I10 3 198 312 52 10DHPCC 1260I10 3 198 312 52 PCC 0.32 5 4EB 90PCC 460I10 3 198 312 52 PCC 0.32 5 12WB 90


153.80 TCS 234359153.20



Exit # 153B154.07 J -----153.47824Broadway Rd UP (EB) 0.73 2 8 16 ' - 10"TI 90824Broadway Rd UP (WB) 0.55 2 8 16 ' - 05"TI 90



I 10 3 54 8154.64 DH154.04MBH 1048I 10 3 54 PCC 0.58 4 2EB 68MBH 248I 10 3 54 PCC 0.58 4 10WB 68


154.65 SC MP 154.05 - 154.43 Striped as 7 Lanes EB, 6 Lanes WB Per Video Log (97)154.05

154.70 TCS 222433154.10



1036Southern Ave (EB) 3 4 139 ft Conc155.22 OP 66154.62436Southern Ave (WB) 3 10 139 ft ConcOP 66

I 10 3 54 6DHMBH 1036I 10 3 54 PCC 0.13 3 4EB 68MBH 436I 10 3 54 PCC 0.13 3 10WB 68

MD Var Soil Median


MD Var Soil Median

NH-10-3(317) 8155.37 DH154.77PCC 1252NH-10-3(317) PCC 0.47 4 14EB 97PCC 1452NH-10-3(317) PCC 0.47 4 12WB 97

Printed: 3/21/00 I 01026Page: MP 154.77


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

155.37 MD Conc Median Barrier154.77

Exit # 154 at U 060 E155.50 J -----154.90812Superstition Frwy UP (EB) 1.01 1 2 16 ' - 03"TI 68

212Superstition Frwy UP (WB) 0.86 1 8 16 ' - 11"155.52 TI 68154.92

Western Canal (EB) 31 ft Conc155.61 BR155.01EB I 010 to EB U 060 Ramp (EB) 0 ' - 00"UPWestern Canal (WB) 31 ft ConcBR

EB I 010 to EB U 060 Ramp (WB) 0'155.62 UP155.02

155.80 TCS 117787155.20



Exit # 155156.24 J -----155.64JB NCL Guadalupe

812Baseline Rd OP (EB) 0.91 1 2 162 ft ConcTI 65212Baseline Rd OP (WB) 0.72 1 8 162 ft ConcTI 65



AC-NH-10-3(322) 10156.62 DH156.02PCC 1264AC-NH-10-3(322) PCC 0.49 5 12EB 97PCC 1264AC-NH-10-3(322) PCC 0.49 5 12WB 97




1024Guadalupe Rd (EB) 2 4 18 ' - 04"157.23 UP 67156.63424Guadalupe Rd (WB) 2 10 16 ' - 03"UP 67



157.50 JB NCL Tempe156.90

157.70 TCS 132296157.10



Printed: 3/21/00 I 01027Page: MP 157.35


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit # 157158.34 J -----157.74812Elliot Rd UP (EB) 0.60 1 2 16 ' - 06"TI 72212Elliot Rd UP (WB) 0.53 1 8 16 ' - 04"TI 72

159.00 TCS 116275158.40

Exit # 158159.29 J -----158.69812Warner Rd UP (EB) 0.56 1 2 16 ' - 08"TI 86212Warner Rd UP (WB) 0.61 1 8 16 ' - 07"TI 86

159.79 JB NCL Chandler Elev 1213159.19

159.90 TCS 95718159.30



Exit # 159160.30 J -----159.70812Ray Rd UP (EB) 0.68 1 2 17 ' - 00"TI 86212Ray Rd UP (WB) 0.56 1 8 16 ' - 07"TI 86



AC-NH-10-3(322) 6160.85 DH160.25AC 1036AC-NH-10-3(322) AC 0.14 3 4EB 97AC 436AC-NH-10-3(322) AC 0.14 3 10WB 97

MD Var Soil Median

160.90 TCS 86928160.30


MD Var Soil Median


MD Var Soil Median

I10 3 142 69 4161.20 DH160.60MBH 1024I10 3 142 69 AC 0.25 2 4EB 83MBH 424I10 3 69 AC 0.25 2 10WB 68

MD Var Soil Median


MD Var Soil Median

Printed: 3/21/00 I 01028Page: MP 160.85


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit # 160161.49 J -----160.89812Chandler Blvd (EB) 0.73 1 2 16 ' - 03"TI 67212Chandler Blvd (WB) 0.73 1 8 16 ' - 04"TI 67

162.10 TCS 59509161.50

162.28 UB SUB Phoenix161.68JB Enter Gila River IR

I10 3 142 69 4DHMBH 1024I10 3 142 69 AC 0.71 2 4EB 83MBH 424I10 3 69 AC 0.71 2 10WB 68

MD Var Soil Median

Exit # 162 A/B162.98 J -----162.38812Maricopa Rd UP (EB) 1.53 1 2 16 ' - 03"TI 67212Maricopa Rd UP (QB) 0.85 1 8 16 ' - 06"TI 67


MD Var Soil Median

163.60 TCS 53456163.00

Exit # 164 at S 347165.10 J -----164.50224Queen Creek Rd UP (EB) 0.90 2 2 16 ' - 10"TI 91224Queen Creek Rd UP (WB) 0.86 2 2 17 ' - 00"TI 91

165.50 TCS 43907164.90


MD Var Soil Median

Exit # 167168.07 J -----167.47812Riggs Rd UP (EB) 0.85 1 2 16 ' - 03"TI 67212Riggs Rd UP (WB) 0.85 1 8 16 ' - 02"TI 67

169.28 JB Pinal County168.68I 10 3 264 57 4DH

MBH 1024I 10 3 264 57 AC 4.22 2 4EB 90MBH 424I 10 3 264 57 AC 4.22 2 10WB 90

MD Var Soil Median

1024Goodyear Rd (EB) 2 4 16 ' - 00"170.45 UP 66169.85424Goodyear Rd (WB) 2 10 16 ' - 02"UP 66

172.20 TCS 37907171.60

IM-10-3(351) 4173.50 DH172.90MBH 1024I 10 3 264 57 AC 0.09 2 4EB 90AC 425IM-10-3(351) AC 0.09 2 10WB 98

MD Var Soil Median

Printed: 3/21/00 I 01029Page: MP 172.90


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MD Var Soil Median

324Gila River (EB) 2 3 1337 ft Conc173.72 BR 98173.12324Gila River (WB) 2 3 1337 ft ConcBR 98



1024Nelson Rd (EB) 2 4 16 ' - 00"175.23 UP 67174.63424Nelson Rd (WB) 2 10 15 ' - 11"UP 67

I10 3 228 163 57 4176.39 DH175.79MBH 1024I10 3 228 57 AC 0.03 2 4EB 88MBH 424I10 3 163 57 AC 0.03 2 10WB 85

MD Var Soil Median

Exit # 175 at S 587 N176.41 J -----175.81812Casa Blanca Rd (EB) 0.96 1 2 16 ' - 01"TI 67212Casa Blanca Rd (WB) 0.74 1 8 16 ' - 01"TI 67


MD Var Soil Median


MD Var Soil Median

1024Gas Line Rd (EB) 2 4 16 ' - 00"178.36 UP 67177.76424Gas Line Rd (WB) 2 10 16 ' - 02"UP 67


MD Var Soil Median

179.50 TCS 41122178.90

1024Seed Farm Rd (EB) 2 4 16 ' - 03"179.99 UP 67179.39424Seed Farm Rd (WB) 2 10 16 ' - 01"UP 67

1024Dirk Lay Rd (EB) 2 4 16 ' - 02"182.04 UP 67181.44424Dirk Lay Rd (WB) 2 10 16 ' - 09"UP 67

812Sacaton Rest Areas 1.19 1 2182.41 RA181.81

I10 3 230 191 58 4185.60 DH185.00MBH 1024I10 3 191 AC 1.06 2 4EB 85

Printed: 3/21/00 I 01030Page: MP 185.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 424I10 3 230 58 AC 1.06 2 10185.60 WB 88185.00MD Var Soil Median

Exit # 185 at S 387185.86 J -----185.26812S 387 UP (EB) 0.72 1 2 16 ' - 07"TI 67212S 387 UP (WB) 0.79 1 8 16 ' - 06"TI 67

186.66 JB Leave Gila River IR186.06I10 3 230 191 58 4DH


MD Var Soil Median

188.60 TCS 34500188.00

1024Val Vista Blvd (EB) 2 4 16 ' - 10"188.80 UP 68188.20424Val Vista Blvd (WB) 2 10 16 ' - 04"UP 68

Exit # 190191.25 J -----190.65812Mc Cartney UP (EB) 0.73 1 2 16 ' - 11"TI 68212Mc Cartney UP (WB) 0.73 1 8 16 ' - 05"TI 68

193.40 TCS 31312192.80


MD Var Soil Median

194.48 UB NUB Casa Grande Elev 1405193.881024Storey Rd (EB) 2 4 16 ' - 01"UP 68424Storey Rd (WB) 2 10 16 ' - 04"UP 68

Exit # 194 at S 287195.50 J -----194.90812Florence Blvd (EB) 0.68 1 2 16 ' - 04"TI 66212Florence Blvd (WB) 0.71 1 8 16 ' - 01"TI 66


MD Var Soil Median


MD Var Soil Median

1024Earley Rd (EB) 2 4 16 ' - 01"196.50 UP 66195.90424Earley Rd (WB) 2 10 16 ' - 02"UP 66

197.10 TCS 33905196.50

1024Selma Hwy (EB) 2 4 16 ' - 01"197.51 UP 66196.91424Selma Hwy (WB) 2 10 16 ' - 03"UP 66

I10 3 232 55 49 4198.13 DH197.53

Printed: 3/21/00 I 01031Page: MP 197.53


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1024I10 3 232 55 49 AC 2.24 2 4198.13 EB 89197.53MBH 424I10 3 232 55 49 AC 2.24 2 10WB 89

MD Var Soil Median

Exit # 198 at S 084198.65 J -----198.051012S 084 OP (EB) 1.37 1 2 503 ft ConcTI 66

212S 084 OP (WB) 0.91 1 10 503 ft Conc198.66 TI 66198.06

199.20 TCS 33289198.60

Exit # 199 at I 008 W199.68 J -----199.08812Arizola UP (EB) 0.88 1 2 16 ' - 01"TI 66212Arizola UP (WB) 1.05 1 8 16 ' - 01"TI 66

200.09 UB SUB Casa Grande & NUB Eloy199.49JB SCL Casa Grande

200.20 TCS 40740199.60







Exit # 200200.72 J -----200.12JB NCL Eloy Elev 1565

814Sunland Gin UP (EB) 0.58 1 4 16 ' - 03"TI 66414Sunland Gin UP (WB) 0.54 1 8 16 ' - 04"TI 66

202.60 TCS 35259202.00





Exit # 203204.44 J -----203.84812Toltec UP (EB) 0.89 1 2 17 ' - 07"TI 89212Toltec UP (WB) 0.91 1 8 16 ' - 04"TI 89

Printed: 3/21/00 I 01032Page: MP 203.84


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile



1024Battaglia (EB) 2 4 16 ' - 00"206.05 UP 64205.45424Battaglia (WB) 2 10 15 ' - 10"UP 64

206.90 TCS 35471206.30

1024Alsdorf (EB) 2 4 16 ' - 06"207.74 UP 65207.14424Alsdorf (WB) 2 10 16 ' - 02"UP 65





Exit # 208209.39 J -----208.79412Sunshine Blvd UP (EB) 0.45 1 2 16 ' - 01"TI 65212Sunshine Blvd UP (WB) 0.51 1 4 16 ' - 06"TI 65

209.80 TCS 33685209.20

210.49 UB EUB ECL Eloy209.89

Exit # 211A at S 084 W211.57 J -----210.97812S 084 OP (EB) 0.66 1 2 137 ft ConcTI 67212S 084 OP (WB) 1.22 1 8 137 ft ConcTI 67

024Two Way Frontage Rd Right 1.45 2 0211.93 FR211.33024Two Way Frontage Rd Left 1.26 2 0FR

10245th St (EB) 2 4 91 ft Conc211.94 OP 67211.344245th St (WB) 2 10 91 ft ConcOP 67



212.20 TCS 36839211.60

Exit # 212212.81 J -----212.21812Picacho OP (EB) 0.26 1 2 97 ft ConcTI 64212Picacho OP (WB) 0.29 1 8 97 ft ConcTI 64


MD Var Soil Median

Printed: 3/21/00 I 01033Page: MP 212.78


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 124Two Way Frontage Rd Right 7.63 2 1213.38 FR212.78MBH 124Two Way Frontage Rd Left 8.64 2 1FR

217.10 TCS 32429216.50

812Picacho Peak Rest Area (EB) 0.41 1 2217.38 RA216.78

Exit # 219220.43 J -----219.83012Picacho Peak OP (EB) 0.56 1 1 29 ft ConcTI 60112Picacho Peak OP (WB) 0.59 1 0 29 ft ConcTI 60

I10 4 86 66 13 F 94 17 4222.02 DH221.42MBH 1024I10 4 86 66 13 AC 4.59 2 4EB 85MBH 424I10 4 86 F9 417 AC 4.59 2 10WB 85

MD 76 ft Soil Median024Two Way Frontage Rd Right 0.48 2 0FR


223.40 TCS 32703222.80

I10 4 86 66 13 F 94 17 4226.61 DH226.01MBH 1024I10 4 86 66 13 AC 5.74 2 2EB 85MBH 424I10 4 86 F9 417 AC 5.74 2 10WB 85


Exit # 226227.04 J -----226.44212Red Rock UP (EB) 0.59 1 2 16 ' - 04"TI 60212Red Rock UP (WB) 0.49 1 2 16 ' - 01"TI 60

229.90 TCS 33000229.30



Exit # 232232.62 J -----232.02212Pinal Airpark Rd (EB) 1.00 1 2 17 ' - 00"TI 63212Pinal Airpark Rd (WB) 0.97 1 2 16 ' - 01"TI 63

232.98 JB Pima County232.38JB NCL Marana Elev 2000

020Two Way Frontage Rd Left 1.86 2 0FR


234.80 TCS 33290234.20

G 220Two Way Frontage Rd Right 2.19 2 2234.84 FR234.24G 220Two Way Frontage Rd Left 1.67 2 2FR

G 220Two Way Frontage Rd Left 1.04 2 2236.51 FR235.91

Exit # 236237.02 J -----236.42212Marana OP (EB) 1.61 1 2 127 ft ConcTI 63212Marana OP (WB) 0.37 1 8 127 ft ConcTI 63

Printed: 3/21/00 I 01034Page: MP 236.42


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


IR-10-4(118) 4237.60 DH237.00AC 1024IR-10-4(118) AC 7.00 2 4EB 92AC 424IR-10-4(118) AC 7.00 2 10WB 92


237.80 TCS 38737237.20


MBH 412One Way Frontage Rd Left 4.28 1 4239.65 FR239.05


Exit # 240 E241.02 J -----240.42612Tangerine OP (EB) 0.66 1 2 127 ft ConcTI 67212Tangerine OP (WB) 0.48 1 6 127 ft ConcTI 67

242.40 TCS 40548241.80

1024Arizona Portland Cement RR (EB) 2 4 160 ft Steel242.69 OP 67242.09424Arizona Portland Cement RR (WB) 2 10 160 ft SteelOP 67

Exit # 242243.55 J -----242.95812Avra Valley OP (EB) 0.60 1 2 127 ft ConcTI 67212Avra Valley OP (WB) 0.50 1 8 127 ft ConcTI 67

1024American Smelting & Refining RR (EB) 2 4 159 ft Steel243.93 OP 67243.33424American Smelting & Refining RR (WB) 2 10 159 ft SteelOP 67020Two Way Frontage Rd Left 0.67 2 0FR

244.00 TCS 37869243.40


MD 76 ft Soil MedianMBH 124Two Way Frontage Rd Right 4.33 2 1FRMBH 124Two Way Frontage Rd Left 4.33 2 1FR

Exit # 246247.33 J -----246.73812Cortaro Rd OP (EB) 0.65 1 2 127 ft ConcTI 65212Cortaro Rd OP (WB) 0.64 1 8 127 ft ConcTI 65

248.50 TCS 57000247.90


MD Var Soil MedianMBH 124Two Way Frontage Rd Right 1.17 2 1FRMBH 412One Way Frontage Rd Left 1.41 1 4FR

Exit # 248249.32 J -----248.72812Ina Rd OP (EB) 0.60 1 2 170 ft ConcTI 65212Ina Rd OP (WB) 0.45 1 8 170 ft ConcTI 65

Printed: 3/21/00 I 01035Page: MP 248.72


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MD Var Soil Median

250.10 TCS 64514249.50

1024Canada Del Oro (EB) 2 8 343 ft Conc250.17 BR 65249.57824Canada Del Oro (WB) 2 10 343 ft ConcBR 53

Exit # 250250.64 J -----250.04812Orange Grove Rd (EB) 0.58 1 2 139 ft ConcTI 65212Orange Grove Rd (WB) 0.59 1 8 139 ft ConcTI 65


250.95 UB NUB Tucson Elev 2410250.35

251.20 TCS 89000250.60

1224Rillito Creek (EB) 2 8 343 ft Conc251.26 BR 53250.66824Rillito Creek (WB) 2 12 343 ft ConcBR 65

251.32 JB SCL Marana250.72


Exit # 251251.78 J -----251.18812Sunset Rd OP (EB) 0.31 1 2 127 ft ConcTI 65212Sunset Rd OP (WB) 0.41 1 8 127 ft ConcTI 65


252.50 TCS 80292251.90

Exit # 252253.03 J -----252.43812Camino De Cerro (EB) 0.24 1 2 179 ft ConcTI 65212Camino De Cerro (WB) 0.16 1 8 196 ft ConcTI 65

254.00 TCS 93421253.40

254.27 UB NUB NCL Tucson253.67

PCC 824One Way Frontage Rd Right 0.69 2 8254.82 FR254.22PCC 824One Way Frontage Rd Left 1.45 2 8FR

Exit # 254254.90 J -----254.30812Prince Rd OP (EB) 0.90 1 2 127 ft ConcTI 65212Prince Rd OP (WB) 0.96 1 8 127 ft ConcTI 65

MBL 624One Way Frontage Rd Right 0.63 2 6255.34 FR254.74MBL 624Two Way Frontage Rd Left 1.01 2 6FR

255.40 TCS 106917254.80



Printed: 3/21/00 I 01036Page: MP 254.84


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit # 255 at S 077 N255.86 J -----255.26812Miracle Mile (EB) 0.78 1 2 16 ' - 01"TI 60212Miracle Mile (WB) 0.77 1 8 16 ' - 06"TI 60


MD Median Barrier

256.30 TCS 115871255.70

Exit # 256256.78 J -----256.18812Grant Rd OP (EB) 0.64 1 2 125 ft ConcTI 62212Grant Rd OP (WB) 0.57 1 8 125 ft ConcTI 62

257.00 TCS 110739256.40

Exit # 257257.88 J -----257.28

812Speedway Blvd OP (EB) 0.52 1 2 84 ft Conc257.91 TI 59257.31212Speedway Blvd OP (WB) 0.51 1 8 84 ft ConcTI 59024One Way Frontage Rd Right 0.33 2 0FR

AC 24One Way Frontage Rd Right 2.35 2FRAC 24One Way Frontage Rd Left 2.04 2FR

258.10 TCS 131672257.50

Exit # 257A258.35 J -----257.75812St Marys OP (EB) 0.46 1 2 106 ft ConcTI 59212St Marys OP (WB) 0.46 1 8 106 ft ConcTI 59024One Way Frontage Rd Right 0.45 2 0FR024One Way Frontage Rd Left 0.54 2 0FR

258.60 TCS 134305258.00

Exit # 258258.96 J -----258.36812Congress Street OP (EB) 0.75 1 2 114 ft ConcTI 60212Congress Street OP (WB) 0.76 1 8 114 ft ConcTI 60


1236Granada Ave (EB) 3 4 87 ft Conc259.25 OP 61258.65436Granada Ave (WB) 3 12 87 ft ConcOP 61

259.40 TCS 126405258.80

Exit # 259259.93 J -----259.3381222nd Street OP (EB) 0.44 1 2 104 ft ConcTI 6121222nd Street OP (WB) 0.40 1 8 104 ft ConcTI 61

MBH 124One Way Frontage Rd Right 0.30 2 1FR


MD Median Barrier

Printed: 3/21/00 I 01037Page: MP 259.57


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

260.30 TCS 110604259.70

14829th St (EB) 4 1 111 ft Conc260.44 OP 63259.8443629th St (WB) 3 10 111 ft ConcOP 63


MD Median Barrier

260.69 JB Temp Leave Tucson Enter South Tucson260.09



Exit # 260 at I 019 S260.96 J -----260.36424I 019 UP (EB) 0.98 2 8 16 ' - 09"TI 63824I 019 UP (WB) 0.27 2 4 16 ' - 07"TI 63

I 10 4 54 22 6261.03 DH260.43PCC 1036I 10 4 54 22 PCC 0.12 3 12EB 91PCC 1236I 10 4 54 22 PCC 0.12 3 10WB 91


I 10 5 54 28 6261.15 DH260.55PCC 1036I 10 5 54 28 PCC 0.44 3 12EB 91PCC 1236I 10 5 54 28 PCC 0.44 3 10WB 91


103610th Ave (EB) 3 12 303 ft Conc261.17 OP 91260.57123610th Ave (WB) 3 10 318 ft ConcOP 91

261.20 TCS 96120260.60

261.33 JB Re-enter Tucson260.73

Exit # 261 at SB 019 S261.59 J -----260.992246th Ave UP (EB) 0.31 2 2 16 ' - 10"TI 912246th Ave UP (WB) 0.91 2 2 16 ' - 10"TI 91

I 10 5 54 28 6DHPCC 1036I 10 5 54 28 PCC 1.42 3 12EB 91PCC 1236I 10 5 54 28 PCC 1.42 3 10WB 91

MD Conc Median BarrierMBH 224One Way Frontage Rd Right 0.74 2 2FRMBH 224One Way Frontage Rd Left 0.74 2 2FR

261.70 TCS 65836261.10

Fourth Ave Slip Ramps261.84 J -----261.24

262.00 TCS 56217261.40

1036Veterans (EB) 3 12 165 ft Conc262.01 OP 91261.411236Veterans (WB) 3 10 165 ft ConcOP 91

Printed: 3/21/00 I 01038Page: MP 261.41


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit # 262 at SB010 E262.34 J -----261.74224Park Ave OP (EB) 0.44 2 2 248 ft ConcTI 91224Park Ave OP (WB) 0.91 2 2 248 ft ConcTI 91

262.80 TCS 56689262.20


MD Var Soil Median

1024Ajo Way (EB) 2 4 261 ft Conc263.04 OP 66262.44424Ajo Way (WB) 2 10 261 ft ConcOP 66

Exit # 263 A/B263.17 J -----262.57812Kino Pkwy UP (EB) 1.03 1 2 16 ' - 07"TI 67

212Kino Pkwy UP (WB) 1.05 1 8 17 ' - 01"263.18 TI 67262.58

263.80 TCS 46385263.20

1024Country Club (EB) 2 4 150 ft Conc264.42 OP 67263.82424Country Club (WB) 2 10 150 ft ConcOP 67

264.43 JB ECL Tucson263.83

I10 5 58 28 4264.44 DH263.84MBH 1024I10 5 58 28 PCC 3.55 2 4EB 88MBH 424I10 5 58 28 PCC 3.55 2 10WB 88

MD Var Soil Median

1224Irvington Rd (EB) 2 6 261 ft Conc264.87 OP 67264.27624Irvington Rd (WB) 2 12 261 ft ConcOP 67

Exit # 264 A/B265.03 J -----264.43812Palo Verde OP (EB) 1.13 1 2 195 ft ConcTI 67212Palo Verde OP (WB) 0.62 1 8 195 ft ConcTI 67

MBH 124One Way Frontage Rd Right 0.38 2 1FR

265.30 TCS 38000264.70

Exit # 265265.62 J -----265.02424Alvernon Rd OP (EB) 1.13 2 2 210 ft ConcTI 87212Alvernon Rd OP (WB) 0.44 1 8 210 ft ConcTI 87

266.30 TCS 35826265.70

1024Drexel Rd (EB) 2 4 141 ft Conc266.60 OP 67266.00424Drexel Rd (WB) 2 10 141 ft ConcOP 67

Exit # 267 at SB010 W267.70 J -----267.10812Valencia Rd OP (EB) 0.36 1 2 183 ft ConcTI 67

212Valencia Rd OP (WB) 0.19 1 8 183 ft Conc267.71 TI 67267.11MBH 124One Way Frontage Rd Right 0.51 2 1FRMBH 124One Way Frontage Rd Left 0.33 2 1FR

I10 5 62 28 6267.99 DH267.39

Printed: 3/21/00 I 01039Page: MP 267.39


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1036I10 5 62 28 AC 0.12 3 4267.99 EB 88267.39MBH 436I10 5 62 28 AC 0.12 3 10WB 88


268.10 TCS 32550267.50





Exit # 268268.68 J -----268.08812Craycroft Rd OP (EB) 0.74 1 2 177 ft ConcTI 60212Craycroft Rd OP (WB) 0.73 1 8 177 ft ConcTI 60


269.30 TCS 26443268.70UB EUB Tucson

Exit # 269269.94 J -----269.34812Wilmot Rd OP (EB) 0.51 1 2 177 ft ConcTI 85212Wilmot Rd OP (WB) 0.53 1 8 177 ft ConcTI 85

MBH 712One Way Frontage Rd Right 2.49 1 7269.96 FR269.36MBH 612One Way Frontage Rd Left 1.27 1 6FR

270.60 TCS 36360270.00

Exit # 270271.18 J -----270.58812Kolb Rd UP (EB) 0.68 1 2 16 ' - 00"TI 86212Kolb Rd UP (WB) 0.72 1 8 16 ' - 09"TI 86



272.60 TCS 37004272.00

I10 5 66 40 20 I2 4 2 4273.48 DH272.88MBH 1024I10 5 66 I2 4 2 AC 2.58 2 4EB 91MBH 424I10 5 66 20 AC 2.58 2 10WB 91


Exit # 273273.74 J -----273.14812Rita Rd UP (EB) 0.78 1 2 16 ' - 03"TI 62212Rita Rd UP (WB) 0.64 1 8 16 ' - 01"TI 62

274.60 TCS 31619274.00

Printed: 3/21/00 I 01040Page: MP 274.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

I10 5 40 47 20 I2 4 2 4276.06 DH275.46MBH 1024I10 5 40 I2 4 2 AC 0.20 2 4EB 79MBH 424I10 5 40 47 20 AC 0.20 2 10WB 79

MD Var Soil Median

Exit # 275276.09 J -----275.49812Houghton Rd UP (EB) 0.62 1 2 18 ' - 00"TI 62212Houghton Rd UP (WB) 0.74 1 8 16 ' - 02"TI 62


MD Var Soil Median

277.60 TCS 27000277.00


Exit # 279280.00 J -----279.40812Vail Rd UP (EB) 0.73 1 2 16 ' - 01"TI 62212Vail Rd UP (WB) 0.78 1 8 15 ' - 10"TI 62

280.60 TCS 26000280.00


I10 5 40 47 20 I2 4 2 4281.77 DH281.17MBH 1024I10 5 40 I2 4 2 AC 0.02 2 4EB 79MBH 424I10 5 40 47 20 AC 0.02 2 10WB 79

MD Var Soil Median

I10 5 51 47 10 I2 4 2 4281.79 DH281.19MBH 1024I10 5 51I2 4 2 AC 0.81 2 4EB 81MBH 424I10 5 51 47 10 AC 0.81 2 10WB 81

MD Var Soil Median

Exit # 281 at S 083282.28 J -----281.68812Mountain View UP (EB) 0.61 1 2 16 ' - 05"TI 61212Mountain View UP (WB) 0.68 1 8 16 ' - 05"TI 61

MBH 124Two Way Frontage Rd Right 0.19 2 1FRMBH 124Two Way Frontage Rd Left 0.92 2 1FR

I10 5 51 47 I2 4 2 4282.60 DH282.00MBH 1024I10 5 51I2 4 2 AC 0.21 2 4EB 81MBH 424I10 5 51 47 10 AC 0.21 2 10WB 81

MD Var Soil Median

I10 5 51 47 10 24 4282.81 DH282.21MBH 1024I10 5 51 24 AC 6.42 2 4EB 81MBH 424I10 5 51 47 10 AC 6.42 2 10WB 81

MD Var Soil Median

1224Davidson Wash (EB) 2 6 324 ft Steel285.02 BR 55284.42624Davidson Wash (WB) 2 12 314 ft SteelBR 60

Printed: 3/21/00 I 01041Page: MP 284.42


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

286.10 TCS 27000285.50



I 10 5 915 51 47 10 4289.76 DH289.16MBH 924I10 5 915 51 10 AC 0.82 2 1EB 90MBH 124I10 5 915 47 10 AC 0.82 2 9WB 90


924Cienega Creek (EB) 2 1 273 ft Steel289.78 BR 55289.18124Cienega Creek (WB) 2 9 273 ft SteelBR 61

924Union Pacific RR (EB) 2 1 15 ' - 04"289.95 UP 55289.35124Union Pacific RR (WB) 2 9 15 ' - 05"UP 55

Exit # 289290.05 J -----289.45812Marsh Station UP (EB) 0.57 1 2 15 ' - 11"TI 61212Marsh Station UP (WB) 0.50 1 8 15 ' - 09"TI 61

I 10 5 915 51 22 47 18 20 4290.58 DH289.98MBH 924I10 5 915 22 20 AC 0.23 2 1EB 90MBH 124I10 5 915 47 18 AC 0.23 2 9WB 90


I-10-5(75) 4290.81 DH290.21AC 1024I-10-5(75) AC 5.99 2 4EB 98AC 424I-10-5(75) AC 5.99 2 10WB 98

MD Var Soil Median

Median Cross-Over291.03 J290.43

291.50 TCS 24000290.90


Exit # 292293.10 J -----292.50812Bell/Empirita OP (EB) 0.39 1 2 97 ft ConcTI 63212Bell/Empirita OP (WB) 0.41 1 8 97 ft ConcTI 63

296.80 TCS 20966296.20JB Cochise County

IM-10-5(70) 4DHAC 1024IM-10-5(70) AC 6.87 2 4EB 95AC 424IM-10-5(70) AC 6.87 2 10WB 95





Exit # 297297.77 J -----297.17Printed: 3/21/00 I 01042Page: MP 297.17


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

812Mescal UP (EB) 0.52 1 2 15 ' - 09"297.77 TI 58297.17212Mescal UP (WB) 0.51 1 8 16 ' - 02"TI 58


298.80 TCS 23000298.20

Exit # 299299.95 J -----299.35812Skyline OP (EB) 0.44 1 2 260 ft ConcTI 61212Skyline OP (WB) 0.43 1 8 260 ft ConcTI 61

300.70 TCS 22895300.10

Exit # 300 USAF Exit Ramp301.27 J300.67



Exit # 302 at S 090 E302.99 J -----302.39812Whetstone OP (EB) 0.55 1 2 104 ft ConcTI 67212Whetstone OP (WB) 0.53 1 8 104 ft ConcTI 67

303.45 JB WCL Benson Elev 3685302.85

IM-10-5(70) 4303.67 DH303.07AC 1024IM-10-5(70) AC 0.17 2 4EB 95

MBH 424I10 5 52 47 41 AC 0.17 2 10WB 79MD 76 ft Soil Median

303.80 TCS 22400303.20





Exit # 303 at SB010 E304.47 J -----303.87812W Benson OP (EB) 0.78 1 2 127 ft ConcTI 69212W Benson OP (WB) 0.41 1 8 137 ft ConcTI 69

1024Union Pacific RR (EB) 2 4 156 ft Conc304.92 OP 70304.32424Union Pacific RR (WB) 2 10 156 ft ConcOP 70

305.10 TCS 21311304.50

Exit # 304 at SS010 E305.52 J -----304.92812Ocotillo Rd OP (EB) 0.48 1 2 104 ft ConcTI 70812Ocotillo Rd OP (WB) 0.47 1 2 104 ft ConcTI 70


306.40 TCS 25307305.30

307.34 EQ MP 306.74 Back Equals 306.24 Ahead306.74Printed: 3/21/00 I 01043Page: MP 306.74


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1224San Pedro River (EB) 2 6 304 ft Conc307.35 BR 70306.251024San Pedro River (WB) 2 12 304 ft ConcBR 70

Exit # 306 at SB010 W307.73 J -----306.63812Pomerene Rd OP (EB) 0.77 1 2 188 ft ConcTI 74812Pomerene Rd OP (WB) 0.61 1 2 188 ft ConcTI 74

MBH 224Two Way Frontage Rd Left 2.88 2 2FRMBH 724Two Way Frontage Rd Right 3.09 2 7FR

308.04 JB ECL Benson306.94

MBH 124Two Way Frontage Rd Right 2.57 2 1308.08 FR306.98BST 124Two Way Frontage Rd Left 2.77 2 1FR



308.30 TCS 22302307.20

924Adams Peak Wash (EB) 2 9 149 ft Conc310.77 BR 72309.67924Adams Peak Wash (WB) 2 9 149 ft ConcBR 72





Exit # 312313.87 J -----312.77812Sibyl Rd OP (EB) 0.49 1 2 89 ft ConcTI 60212Sibyl Rd OP (WB) 0.49 1 8 89 ft ConcTI 60


314.60 TCS 17083313.50


MD Var Soil Median

Exit # 318319.95 J -----318.85812Pragoon Rd OP (EB) 0.91 1 2 97 ft ConcTI 63212Pragoon Rd OP (WB) 0.70 1 8 97 ft ConcTI 63

812Texas Canyon Rest Areas 0.60 1 2321.44 RA320.34

322.00 TCS 14403320.90

Exit # 322323.70 J -----322.60812Johnson Rd UP (EB) 0.51 1 2 17 ' - 00"TI 58

Printed: 3/21/00 I 01044Page: MP 322.60


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

212Johnson Rd UP (WB) 0.54 1 8 16 ' - 01"323.70 TI 58322.60

328.10 TCS 13854327.00


MD Var Soil Median



Exit # 331 at U 191 S332.72 J -----331.62812Cochise UP (EB) 0.51 1 2 16 ' - 03"TI 58212Cochise UP (WB) 0.51 1 8 16 ' - 03"TI 58

I10 6 88 67 4 4DHMBH 1024I10 6 88 67 4 AC 0.43 2 4EB 89MBH 424I10 6 88 67 4 AC 0.43 2 10WB 89





MD Var Soil Median



337.40 TCS 15000336.30

Exit # 336 at SB010 E338.00 J -----336.90812W Willcox UP (EB) 0.63 1 2 16 ' - 01"TI 65212W Willcox UP (WB) 0.84 1 8 16 ' - 01"TI 65


339.80 TCS 12000338.70

340.59 JB WCL Willcox Elev 4182339.491024Airport Rd (EB) 2 4 15 ' - 10"UP 65424Airport Rd (WB) 2 10 16 ' - 02"UP 65

Exit # 340 at S 186341.64 J -----340.54812Fort Grant Rd UP (EB) 0.54 1 2 16 ' - 01"TI 67212Fort Grant Rd UP (WB) 0.51 1 8 16 ' - 01"TI 67


Printed: 3/21/00 I 01045Page: MP 340.54


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

342.40 JB ECL Willcox341.30

343.60 TCS 13806342.50

1024Stewart Rd (EB) 2 4 16 ' - 04"345.40 UP 67344.30424Stewart Rd (WB) 2 10 16 ' - 09"UP 67

Exit # 344 at SB010 W345.59 J -----344.49812E Willcox UP (EB) 1.20 1 2 16 ' - 04"TI 67212E Willcox UP (WB) 0.44 1 8 16 ' - 07"TI 67

G 220Two Way Frontage Rd Left 1.53 2 2FR


MD Var Soil Median

346.70 TCS 13326345.60

Exit # 352 at U 191 N353.50 J -----352.40812Safford UP (EB) 0.60 1 2 17 ' - 07"TI 59212Safford UP (WB) 0.68 1 8 17 ' - 04"TI 59

354.00 TCS 12500352.90

Exit #355 at UY191 N357.07 J -----355.97812Luzena UP (EB) 0.63 1 2 18 ' - 01"TI 61212Luzena UP (WB) 0.80 1 8 17 ' - 00"TI 61




324Little Cal Creek (EB) 2 3 218 ft Conc357.65 BR 61356.55324Little Cal Creek (WB) 2 3 218 ft ConcBR 61


360.60 TCS 14234359.50


MD Var Soil Median

Exit # 362 at SB010 E363.98 J -----362.88812W Bowie UP (EB) 0.55 1 2 16 ' - 02"TI 67212W Bowie UP (WB) 1.08 1 8 18 ' - 02"TI 67


1024Barlett Ranch Rd (EB) 2 4 120 ft Conc364.80 OP 67363.70424Barlett Ranch Rd (WB) 2 10 120 ft ConcOP 67

1024Richards (EB) 2 4 108 ft Conc365.89 OP 67364.79

Printed: 3/21/00 I 01046Page: MP 364.79


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

424Richards (WB) 2 10 108 ft Conc365.89 OP 67364.79

366.90 TCS 14200365.80

Exit # 366 at SB010 W367.92 J -----366.82812E Bowie UP (EB) 0.58 1 2 16 ' - 03"TI 67212E Bowie UP (WB) 0.83 1 8 17 ' - 04"TI 67

BST 124Two Way Frontage Rd Right 1.86 2 1FRMBH 524Two Way Frontage Rd Left 1.17 2 5FR


MD Var Soil Median


MD 76 ft Soil MedianMBH 124Two Way Frontage Rd Right 1.08 2 1FRBST 124Two Way Frontage Rd Left 3.81 2 1FR

1024Holt (EB) 2 4 91 ft Conc371.10 OP 62370.00424Holt (WB) 2 10 91 ft ConcOP 62


MD 76 ft Soil MedianMBH 524Two Way Frontage Rd Left 4.17 2 5FR

BST 124Two Way Frontage Rd Right 0.99 2 1373.67 FR372.57

1024Olga (EB) 2 4 91 ft Conc373.76 OP 62372.66424Olga (WB) 2 10 91 ft ConcOP 62


MD Var Soil MedianMBH 124Two Way Frontage Rd Left 2.45 2 1FR

379.00 TCS 11436377.90


MD 76 ft Soil MedianMBH 124Two Way Frontage Rd Left 0.93 2 1FR

Exit # 378 at SB010 E380.05 J -----378.95812W San Simon UP (EB) 0.81 1 2 16 ' - 00"TI 67212W San Simon UP (WB) 1.31 1 8 16 ' - 00"TI 67


Printed: 3/21/00 I 01047Page: MP 380.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1024Cochise Ave (EB) 2 4 97 ft Conc381.47 OP 67380.37424Cochise Ave (WB) 2 10 97 ft ConcOP 67

382.40 TCS 10800381.30

324San Simon River (EB) 2 3 232 ft Conc382.78 BR 67381.68324San Simon River (WB) 2 3 232 ft ConcBR 67


Exit # 382 at SB010 W383.45 J -----382.35812E San Simon UP (EB) 0.83 1 2 16 ' - 01"TI 67212E San Simon UP (WB) 0.78 1 8 16 ' - 06"TI 67


IM-10-6(120) 4383.88 DH382.78AC 1024IM-10-6(120) AC 1.37 2 4EB 95

MBH 424I10 6 84 48 AC 1.37 2 10WB 81MD 76 ft Soil Median

Inspection Station384.35 IS383.25


MD Var Soil Median

386.90 TCS 12000385.80

812San Simon Rest Areas 1.42 1 2389.62 RA388.52

1024Island Wash (EB) 2 4 111 ft Conc390.48 BR 62389.38624Island Wash (WB) 2 4 101 ft ConcBR 38

Exit # 390391.85 J -----390.75812Cavot OP (EB) 0.59 1 2 90 ft ConcTI 61

212Cavot OP (WB) 0.53 1 8 90 ft Conc391.87 TI 61390.77

392.20 TCS 11892391.10

End I 010 at AZ/NM State Line392.33 J -----391.23


Beg SB010(1) at I 010 Exit # 17 West Quartzite0.00 J -----17.50JB Inside La Paz County

024I 10 1 5 AC 0.19 2 0UH 64

024F 006 AC 0.70 2 00.19 UH 6517.69

MBH 124S 586 1 AC 0.09 2 10.89 UH 8118.39

MBH 824S 586 1 AC 0.29 2 80.98 UH 8118.48

MBH 124S 586 1 AC 0.09 2 11.27 UH 8118.77

1.30 TCS 1052618.80



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

024F 0006 AC 0.05 2 01.36 UH 6518.86

MBH 224F063 2 912F0006 AC 0.13 2 21.41 UH 8818.91MD 12 ft Painted Median

S 095 to North and U 095 to South1.47 J -----18.97

024F 0006 AC 0.75 2 01.54 UH 6519.04

1.60 TCS 697419.10

024I 10 1 5 AC 0.11 2 02.29 UH 6419.79

End SB010(1) at I 010 Exit # 19 East Quartzite2.40 J -----19.90


Beg SB010(2) Benson Hwy at I 010 Exit #262 A-Ramp0.00 J -----247.60UB Inside TucsonJB Inside Pima County

F 002 4 1 4DHMBH 824F 002 4 1 MBL 0.30 2 2EB 57MBH 824F 002 4 1 MBL 0.30 2 8WB 57


F 90 3 40.30 DH247.90MBH 824F 90 3 MBL 2.58 2 2EB 55MBH 824F 90 3 MBL 2.58 2 8WB 55


Park Ave N-S0.35 J247.95

0.40 TCS 21000248.00

Ajo Way E-W0.85 J -----248.45

1.10 TCS 10185248.70

Campbell Ave S/Kino Blvd N1.51 J -----249.11

2.10 TCS 13672249.70

Cont SB010(2) East on Irvington Rd2.12 J249.72

Cont SB010(2) South on Benson Hwy2.25 J249.85

Country Club Rd2.81 J -----250.41



2.99 JB SCL Tuscon250.57

Palo Verde Blvd3.44 J251.04

3.60 TCS 5172251.20

Drexel Rd3.81 J251.41



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Alvernon Way4.05 J -----251.65

I002 4 5 6 44.06 DH251.66MBH 824I002 4 5 6 MBL 0.55 2 4EB 58MBH 424FAP 90 MBL 0.55 2 8WB 32


STP-002-4(8)P 44.61 DH252.21AC 824STP-002-4(8)P AC 0.07 2 4EB 97AC 424STP-002-4(8)P AC 0.07 2 8WB 97


Columbus Blvd4.64 J [B234]252.24


MD Var Soil Median

I002 4 5 6 44.78 DH252.38MBH 824I002 4 5 6 MBL 0.97 2 4EB 58MBH 424FAP 90 MBL 0.97 2 8WB 32


Cont SB010(2) East on Valencia Rd5.61 J253.21

5.68 TCS 4000253.28

1248EB I 010 UP 0.00 4 12 16 ' - 07"5.74 TI 67253.34

End SB010(2) at I 010 Exit #2675.75 J -----253.35


Beg SB010(3) Exit # 303 at I 010 West Benson0.00 J -----303.77JB Inside Cochise County

MBH 1012I 10 6 41 AC 0.14 1 10UH 69

812EB I 010 UP 0.00 1 2 15 ' - 04"0.01 TI 69303.78

MBH 00FO16 127 I10641 AC 0.03 0 00.14 UH 85303.91

MBH 448F016 127 I10641 AC 0.02 4 40.17 UH 85303.94MD 12 ft Painted MedianX Curb to Left and Right

AC 248STP-016-1(28)P AC 1.03 4 20.19 UH 97303.96MD 12 ft Painted MedianX Curb to Left and Right

0.53 TCS 7050304.30

SS010 North to I 010 (Ocotillo Ave)1.03 J -----[B24]304.80




1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1.53 TCS 11293305.30

Patagonia St1.62 J [B24]305.39




MD Var Conc Curbed MedianX Curb to Left and Right



S 080 to Bisbee2.02 J -----305.79022S 080 (EB) 2 0 14 ' - 00"UP 41022S 080 (WB) 2 0 14 ' - 00"UP 41



MD 2 ft Conc Curbed MedianX Curb to Left and Right



AC 826STP-016-1(28)P AC 0.09 2 82.49 UH 97306.26MD 12 ft Painted MedianX Curb to Left

2.53 TCS 2640306.30

AC 824STP-016-1(28)P AC 0.49 2 82.58 UH 97306.35

324San Pedro River 2 3 401 ft Steel2.64 BR 50306.41

Pomerene Rd3.04 J [L2]306.81

MBH 824I 10 6 47 AC 0.08 2 83.07 UH 74306.84

824EB I 010 UP 0.00 2 8 16 ' - 04"3.14 TI 74306.91



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

End SB010(3) at I 010 Exit #3063.15 J -----306.92


Beg SB010(4) at I 010 Exit #344 A-Ramp West Willcox0.00 J -----336.49MBH 524S590 1 I10 6 28 AC 0.32 2 5UH 85

MBH 524S590 1 F102 5 1 AC 2.73 2 50.32 UH 85336.81

1.51 TCS 1526338.00

2.90 JB WCL Willcox339.39

Arizona Ave3.05 J -----339.54MBH 1224S590 1 F102 5 1 AC 0.21 2 12UH 85

MBH 1424S590 1 FA137 AC 0.17 2 143.26 UH 85339.75X Curb to Left and Right

3.31 TCS 2398339.80

MBH 1424S590 1 F2 5 61B AC 0.65 2 143.43 UH 85339.92X Curb to Left and Right

S 186 S to Dos Cabezas3.55 J -----340.04

4.01 TCS 4468340.50

MBH 1424S590 1 F130A AC 0.41 2 144.08 UH 85340.57X Curb to Left and Right

S 186 N to I 0104.26 J -----340.75

MBH 524S590 1 NON 130 AC 0.50 2 54.49 UH 85340.98

MBH 524S590 1 NON130 AC 2.64 2 54.99 UH 85341.48

5.22 JB ECL Willcox Elev 4182341.71

6.11 TCS 785342.60

MBH 524S590 1 I 106 29 AC 0.33 2 57.63 UH 85344.12

End SB010(4) at I 010 Exit #3447.96 J -----344.45


Beg SB010(5) at I 010 Exit # 362 OP West Bowie0.00 J -----362.68MBH 824I 10 6 45 AC 0.32 2 8UH 68

MBH 624S591 1 F130 D1 AC 1.09 2 60.32 UH 85363.00

MBH 624S591 1 F2 5 61A AC 0.57 2 61.41 UH 85364.09

1.55 X Bowie Unincorp Elev 3765364.23

1.92 TCS 487364.60

MBH 624S591 1 F2 5 62A AC 1.66 2 61.98 UH 85364.66

MBH 824I 10 6 45 AC 0.32 2 83.64 UH 68366.32



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

End SB010(5) at I 010 Exit # 3663.96 J -----366.64


Beg SB010(6) at I 010 Exit # 378 OP San Simon0.00 J -----378.92MBH 824I 10 6 44 AC 0.14 2 8UH 67

MBH 624NF 002 5 62 A AC 0.17 2 60.14 UH 61379.06

MBH 624S576 1 NF02562 AC 1.04 2 60.31 UH 85379.23

MBH 1048S576 1 F2 5 61A AC 0.31 4 101.35 UH 85380.27X Curb to Left and Right

1.56 X San Simon Unincorp Elev 3613380.48

MBH 624S5761 F2 5 62A AC 1.44 2 61.66 UH 85380.58

1.78 TCS 677380.70

524San Simon River 2 5 180 ft Conc2.63 BR 39381.55

MBH 524NF 002 5 62 A AC 0.42 2 53.10 UH 61382.02

End SB010(6) at I 010 Exit # 3823.52 J -----382.44

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 3.52 mi.SS010

Beg SS010 at I 010 in Benson0.00 J -----304.93JB Inside Cochise County

AC 224STP-016-1(28)P AC 0.45 2 2UH 97MD 12 ft Painted Median

1024EB I 010 UP 0.00 2 10 15 ' - 04"0.01 TI 70304.94

0.27 TCS 2888305.20


STP-016-1(28)P 40.49 DH305.42AC 624STP-016-1(28)P AC 0.06 2 2NB 97AC 224STP-016-1(28)P AC 0.06 2 2SB 97


End SS010 at SB010(3) in Benson0.55 J -----[B1234]305.48


Beg I 015 at AZ/NV State Line0.00 J -----0.00JB Mohave County

I15 1 36 28 59 1 4DHMBH 1024I15 1 36 28 5 AC 0.35 2 4NB 89MBH 424I15 1 36 28 1 AC 0.35 2 10SB 89

Printed: 3/21/00 I 01553Page: MP 0.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

0.00 MD Var Soil Median0.00

I15 1 36 28 5 40.35 DH0.35MBH 1024I15 1 36 28 5 AC 7.42 2 4NB 89MBH 424I15 1 36 28 5 AC 7.42 2 10SB 89

MD Var Soil Median

I15 1 28 21 47.77 DH7.77MBH 1024I15 1 28 21 AC 0.35 2 4NB 80MBH 424I15 1 28 21 AC 0.35 2 10SB 80

MD Var Soil Median

8.00 TCS 130678.00

I 15 1 21 48.12 DH8.12MBH 1024I 15 1 21 AC 1.17 2 4NB 73MBH 424I 15 1 21 AC 1.17 2 10SB 73

MD Var Soil Median

Exit # 88.61 J -----8.611224Littlefield Rd OP (NB) 0.80 2 6 153 ft ConcTI 73624Littlefield Rd OP (SB) 0.67 2 12 153 ft ConcTI 73


624Virgin River #1 (EB) 2 1 851 ft Conc9.13 BR 879.13124Virgin River #1 (WB) 2 6 851 ft ConcBR 87


MD Var Soil Median

9.90 TCS 170009.90

ACIM-15-1(45) 412.00 DH12.00AC 1024ACIM-15-1(45) AC 0.51 2 4NB 93AC 424ACIM-15-1(45) AC 0.51 2 10SB 93

MD Var Median







Printed: 3/21/00 I 01554Page: MP 15.38


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


Exit # 1818.33 J -----18.33812Cedar Pocket Rest Area (NB) 0.72 1 2RA812Cedar Pocket UP (NB) 0.63 1 2 20 ' - 11"TI 73212Cedar Pocket UP (SB) 0.65 1 8 19 ' - 07"TI 73

224Virgin River #7 (EB) 2 2 496 ft Steel22.49 BR 6722.49224Virgin River #7 (WB) 2 2 496 ft SteelBR 67


MD Var Median

27.10 TCS 1756927.10

Exit # 2727.47 J -----27.47812Black Rock Rd UP (NB) 0.68 1 2 16 ' - 04"TI 65212Black Rock Rd UP (SB) 0.62 1 8 16 ' - 05"TI 65

27.70 TCS 1790027.70

812Inspection Station 0.97 1 228.17 IS28.17

End I 015 at AZ/UT State Line29.40 J -----29.40


Beg I 017 at I 010 Gore Exit #1500.00 J -----193.89UB Inside PhoenixJB Inside Maricopa County

I10 3 204 52 6DHPCC 1236I10 3 204 52 PCC 0.61 3 10NB 88PCC 1036I10 3 204 52 PCC 0.61 3 12SB 88


0.11 TCS 134212194.00

Exit at I 0100.32 J194.211236I 010 OP (NB) 0.00 3 10 162 ft ConcTI 651036I 010 OP (SB) 0.00 3 12 162 ft ConcTI 65

812I 010 Ramp (NB) 1 2 162 ft Conc0.60 OP 65194.49212I 010 Ramp (SB) 1 8 162 ft ConcOP 65

IM-17-1(209) 60.61 DH194.50AC 1036IM-17-1(209) AC 3.62 3 8NB 93AC 836IM-17-1(209) AC 3.62 3 10SB 93


Exit # 195 A1.02 J -----194.9181216th Street OP (NB) 0.22 1 2 103 ft ConcTI 6221216th Street OP (SB) 0.22 1 8 103 ft ConcTI 62

Printed: 3/21/00 I 01755Page: MP 194.91


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

024One Way Frontage Rd Left 2.03 2 01.02 FR194.91

1.61 TCS 117249195.50

Exit # 195 B2.04 J -----195.932127th Street OP (NB) 0.33 1 2 105 ft ConcTI 622127th Street OP (SB) 0.30 1 2 105 ft ConcTI 62

10363rd St (NB) 3 7 122 ft Conc2.28 OP 62196.177363rd St (SB) 3 10 122 ft ConcOP 62

2.51 TCS 104853196.40

1036Central Ave (NB) 3 7 122 ft Conc2.53 OP 62196.42736Central Ave (SB) 3 10 122 ft ConcOP 62

Exit # 1963.05 J -----196.942127th Ave OP (NB) 0.31 1 2 104 ft ConcTI 622127th Ave OP (SB) 0.33 1 2 104 ft ConcTI 62024One Way Frontage Rd Right 1.74 2 0FR024One Way Frontage Rd Left 1.74 2 0FR

103611th Ave (NB) 3 7 70 ft Conc3.30 OP 62197.1973611th Ave (SB) 3 10 70 ft ConcOP 62

3.51 TCS 144467197.40

103615th Ave (NB) 3 7 104 ft Conc3.55 OP 62197.4473615th Ave (SB) 3 10 104 ft ConcOP 62

Exit # 1974.05 J -----197.9421219th Ave OP (NB) 0.15 1 2 104 ft ConcTI 6221219th Ave OP (SB) 0.13 1 2 104 ft ConcTI 62

AC 912One Way Frontage Rd Right 0.21 1 24.11 FR198.00

IM-17-1(209) 64.23 DH198.12AC 1036IM-17-1(209) AC 0.04 3 8NB 93

MBH 736I17 1 58I10 1 10 AC 0.04 3 10SB 86MD Conc Median Barrier



4.61 TCS 117240198.50


MD Conc Median Barrier024One Way Frontage Rd Right 1.12 2 0FR024One Way Frontage Rd Left 1.12 2 0FR

Exit # 1984.92 J198.81812Buckeye Rd UP (NB) 0.18 1 2 116 ft ConcTI 93

Printed: 3/21/00 I 01756Page: MP 198.81


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

836Buckeye Rd (SB) 3 5 0'4.92 UP 93198.81

Exit # 199A5.23 J -----199.12212Grant Street UP (NB) 0.28 1 2 15 ' - 09"TI 59212Grant Street UP (SB) 0.29 1 2 15 ' - 09"TI 59

1036Union Pacific RR (NB) 3 6 15 ' - 11"5.40 UP 60199.29636Union Pacific RR (SB) 3 10 15 ' - 10"UP 60



5.51 TCS 112359199.40

536Jefferson St (NB) 3 5 15 ' - 11"5.64 UP 59199.53536Jefferson St (SB) 3 5 15 ' - 11"UP 59

IM-17-1(328) 65.67 DH199.56AC 1036IM-17-1(328) AC 0.22 3 8NB 98

MBH 436I17 1 27 16 PCC 0.22 3 10SB 63MD Conc Median Barrier

Exit # 199B5.78 J -----199.69212Adams Street UP (NB) 0.26 1 2 16 ' - 03"TI 87212Adams Street UP (SB) 0.13 1 2 16 ' - 04"TI 87

IM-17-1(328) 65.89 DH199.78AC 1036IM-17-1(328) AC 0.08 3 8NB 98

PCC 636I10 2 130 27 16 PCC 0.08 3 10SB 88MD Conc Median Barrier

1036Van Buren (NB) 3 6 16 ' - 05"5.93 UP 87199.82636Van Buren (SB) 3 10 16 ' - 02"UP 87


I10 2 130I17 1 27 16 65.97 DH199.86PCC 1036I10 2 130 27 16 PCC 0.96 3 6NB 88PCC 636I10 2 130 27 16 PCC 0.96 3 10SB 88


6.11 TCS 106176200.00

Exit # 200A at I 010 Exit #143B6.66 J -----200.55824I 010 UP (NB) 0.77 2 2 17 ' - 09"TI 88224I 010 UP (SB) 0.16 2 8 17 ' - 09"TI 88

6.71 TCS 89990200.60

6.83 SC MP 200.72 - 201.00 Striped as 2 Lanes NB Per Video Log (97)200.72

I10 2 130I17 1 27 16 86.93 DH200.82PCC 1048I10 2 130 27 16 PCC 0.96 4 6NB 88PCC 648I10 2 130 27 16 PCC 0.96 4 10SB 88

Printed: 3/21/00 I 01757Page: MP 200.82


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

6.93 MD Conc Median Barrier200.82

Exit # 200B6.94 J -----200.83812McDowell Rd UP (NB) 1.38 1 2 16 ' - 04"TI 87212McDowell Rd UP (SB) 0.53 1 2 16 ' - 03"TI 87

7.41 SC MP 201.30 - 201.66 Striped as 5 Lanes NB Per Video Log (97)201.30

7.49 TCS 152387201.38

955Burlington Northern Santa Fe RR (NB) 5 2 16 ' - 07"7.70 UP 87201.59648Burlington Northern Santa Fe RR (SB) 4 10 16 ' - 07"UP 87

955Grand Ave (NB) 5 2 16 ' - 07"7.74 UP 87201.63648Grand Ave (SB) 4 10 16 ' - 07"UP 87

NH-17-1(316) 87.89 DH201.78AC 846NH-17-1(316) AC 0.30 4 8NB 97

PCC 648I10 2 130 27 16 PCC 0.30 4 10SB 88MD Conc Median Barrier

Exit # 2017.97 J -----201.86812Thomas Rd UP (NB) 0.48 1 2 16 ' - 10"TI 88212Thomas Rd UP (SB) 0.40 1 8 16 ' - 10"TI 88024One Way Frontage Rd Right 2.81 2 0FR024One Way Frontage Rd Left 2.81 2 0FR

NH-17-1(316) 78.19 DH202.08AC 846NH-17-1(316) AC 0.09 4 8NB 97AC 836NH-17-1(316) AC 0.09 3 10SB 97




8.51 TCS 161207202.40



Exit # 2028.97 J -----202.86812Indian School Rd UP (NB) 0.10 1 2 0 ftTI 93212Indian School Rd UP (SB) 0.10 1 8 15 ' - 01"TI 93



9.51 TCS 173099203.40

Exit # 2039.97 J -----203.86

Printed: 3/21/00 I 01758Page: MP 203.86


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

812Camelback Rd UP (NB) 0.10 1 2 16 ' - 00"9.97 TI 60203.86212Camelback Rd UP (SB) 0.10 1 8 16 ' - 00"TI 60

10.51 TCS 168386204.40

024One Way Frontage Rd Right 2.63 2 010.85 FR204.74024One Way Frontage Rd Left 2.63 2 0FR

Exit # 20410.98 J -----204.87212Bethany Home Rd UP (NB) 0.10 1 2 15 ' - 01"TI 60212Bethany Home Rd UP (SB) 0.10 1 2 15 ' - 01"TI 60

11.51 TCS 173458205.40

Exit # 20511.98 J -----205.87212Glendale Ave UP (NB) 0.10 1 2 15 ' - 02"TI 60212Glendale Ave UP (SB) 0.10 1 2 15 ' - 02"TI 60

12.51 TCS 176262206.40

Exit # 20612.99 J -----206.88212Northern Ave UP (NB) 0.10 1 2 15 ' - 01"TI 61212Northern Ave UP (SB) 0.10 1 2 15 ' - 00"TI 61


13.51 TCS 166029207.40

Exit # 20714.04 J -----207.93812Dunlap Ave UP (NB) 0.30 1 2 17 ' - 03"TI 64212Dunlap Ave UP (SB) 0.56 1 8 16 ' - 01"TI 64

MBH 036One Way Frontage Rd Left 0.27 3 2FR

3236Arizona Canal (NB) 3 6 144 ft Conc14.28 BR 88208.17636Arizona Canal (SB) 3 32 144 ft ConcBR 88

I 17 1 39 614.31 DH208.20MBH 1036I 17 1 39 PCC 0.08 3 2NB 64MBH 236I 17 1 39 PCC 0.08 3 10SB 64





NH-17-1(312) 614.46 DH208.35AC 1036NH-17-1(312) PCC 0.38 3 4NB 95AC 436NH-17-1(312) PCC 0.38 3 10SB 95


14.51 TCS 165937208.40

Printed: 3/21/00 I 01759Page: MP 208.40


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile



Exit # 20815.03 J -----208.92024Peoria Ave OP (NB) 0.53 2 0 154 ft ConcTI 64624Peoria Ave OP (SB) 0.50 2 6 154 ft ConcTI 64



15.51 TCS 166459209.40


Exit # 20916.03 J -----209.92412Cactus Rd OP (NB) 0.59 1 4 154 ft ConcTI 64412Cactus Rd OP (SB) 0.32 1 4 154 ft ConcTI 64



16.51 TCS 167013210.40


MD 60 ft Soil Median024One Way Frontage Rd Right 3.43 2 0FR024One Way Frontage Rd Left 0.46 2 0FR

Exit # 21017.03 J -----210.92814Thunderbird Rd OP (NB) 1.41 1 2 144 ft ConcTI 92212Thunderbird Rd OP (SB) 0.76 1 8 144 ft ConcTI 64024Two Way Frontage Rd Left 0.50 2 0FR

I17 1 160 123 40 817.09 DH210.98MBH 1048I17 1 160 123 PCC 1.23 4 8NB 88MBH 848I17 1 160 123 PCC 1.23 4 10SB 88


17.51 TCS 160398211.40

Exit # 21118.02 J -----211.91412Greenway Rd OP (NB) 0.28 1 4 142 ft ConcTI 64412Greenway Rd OP (SB) 0.34 1 4 142 ft ConcTI 64

NH-17-1(188) 918.32 DH212.21MBH 1048I17 1 160 123 PCC 0.08 4 8NB 88

Printed: 3/21/00 I 01760Page: MP 212.21


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

PCC 1060NH-17-1(188) PCC 0.08 5 1018.32 SB 96212.21MD Conc Curbed Median

NH-17-1(188) 1018.40 DH212.29PCC 1060NH-17-1(188) PCC 0.40 5 10NB 96PCC 1060NH-17-1(188) PCC 0.40 5 10SB 96


18.51 TCS 142358212.40

I17 1 160 123 40 818.80 DH212.69MBH 1048I17 1 160 123 PCC 0.50 4 8NB 88MBH 848I17 1 160 123 PCC 0.50 4 10SB 88


Exit # 21219.02 J -----212.91224Bell Rd OP (NB) 1.45 2 0 166 ft ConcTI 96212Bell Rd OP (SB) 1.43 1 6 166 ft ConcTI 96

I17 1 160 123 1019.30 DH213.19PCC 1060I17 1 160 123 PCC 0.45 5 4NB 88PCC 460I17 1 160 123 PCC 0.45 5 10SB 88


19.51 TCS 106000213.40

I17 1 160 123 41 819.75 DH213.64PCC 1048I17 1 160 123 PCC 1.02 4 8NB 88PCC 848I17 1 160 123 PCC 1.02 4 10SB 88

MD Conc Median BarrierPCC 224One Way Frontage Rd Right 2.57 2 2FRPCC 224One Way Frontage Rd Left 1.35 2 2FR

Exit # 21420.07 J -----213.961048Union Hills Dr OP (NB) 0.55 4 10 154 ft ConcTI 641048Union Hills Dr OP (SB) 0.55 4 10 154 ft ConcTI 64

20.11 TCS 65657214.00

Exit # 214A20.57 J -----214.46224Yorkshire Rd UP (NB) 0.42 2 2 16 ' - 04"TI 89224Yorkshire Rd UP (SB) 0.53 2 2 16 ' - 04"TI 89

I17 1 160 123 41 420.77 DH214.66MBH 1024I17 1 160 123 AC 0.04 2 4NB 88MBH 424I17 1 160 123 AC 0.04 2 10SB 88



MD Var Soil Median

21.01 TCS 51000214.90

Printed: 3/21/00 I 01761Page: MP 214.90


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1024Beardsley Rd (NB) 2 4 142 ft Conc21.07 OP 64214.96424Beardsley Rd (SB) 2 10 142 ft ConcOP 64

Exit # 21522.07 J -----215.96812Deer Valley Rd OP (NB) 0.99 1 2 166 ft ConcTI 64212Deer Valley Rd OP (SB) 0.99 1 8 166 ft ConcTI 64


22.61 TCS 38580216.50

Exit # 21723.21 J -----217.10UB NUB Phoenix

812Pinnacle Peak Rd UP (NB) 1.01 1 2 15 ' - 11"TI 64212Pinnacle Peak Rd UP (SB) 0.47 1 8 16 ' - 11"TI 64

23.61 TCS 40149217.50

Exit # 21824.12 J -----218.01812Happy Valley Rd UP (NB) 1.01 1 2 16 ' - 00"TI 64212Happy Valley Rd UP (SB) 1.01 1 8 17 ' - 06"TI 64


1024Skunk Creek (NB) 2 8 269 ft Conc25.22 BR 64219.11824Skunk Creek (SB) 2 10 269 ft ConcBR 47


27.11 TCS 33984221.00

Exit # 223 at S 07430.10 J -----223.99312Carefree Hwy UP (NB) 0.93 1 3 15 ' - 10"TI 64312Carefree Hwy UP (SB) 0.96 1 3 16 ' - 03"TI 64

30.81 TCS 39914224.70

Exit #22531.65 J -----225.54812Pioneer Rd UP (NB) 0.72 1 2 17 ' - 02"TI 68212Pioneer Rd UP (SB) 0.59 1 8 16 ' - 05"TI 68

MA-17-1(226) 432.11 DH226.00AC 1024MA-17-1(226) AC 6.00 2 4NB 95AC 424MA-17-1(226) AC 6.00 2 10SB 95

MD Var Soil Median

33.41 TCS 32342227.30


Exit # 22935.20 J -----229.09612Desert Hills UP (NB) 0.35 1 2 16 ' - 03"TI 66212Desert Hills UP (SB) 0.35 1 8 16 ' - 00"TI 66


Printed: 3/21/00 I 01762Page: MP 229.09


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

36.61 TCS 31342230.50

MBH 124One Way Frontage Rd Right 0.73 2 136.67 FR230.56

1024New River (NB) 2 8 347 ft Conc37.56 BR 68231.45824New River (SB) 2 10 347 ft ConcBR 68


MD Var Soil Median

Exit # 23238.13 J -----232.02612New River OP (NB) 0.64 1 2 159 ft ConcTI 68212New River OP (SB) 0.52 1 6 145 ft ConcTI 68

I17 1 149 61 4DHMBH 1024117 1 149 61 AC 4.14 2 4NB 83MBH 424I17 1 149 61 AC 4.14 2 10SB 83

MD Var Soil Median

38.81 TCS 31105232.70

Exit # 23642.12 J -----236.01812Table Mesa Rd UP (NB) 0.47 1 2 15 ' - 11"TI 68212Table Mesa Rd UP (SB) 0.48 1 8 16 ' - 03"TI 68



MD Var Soil Median


MD Var Soil Median


MD Var Soil Median

45.11 TCS 31000239.00

524Little Squaw Creek (NB) 2 3 315 ft Steel45.31 BR 67239.20

324Little Squaw Creek (SB) 2 5 179 ft Steel45.71 BR 50239.60

47.61 JB Yavapai County241.50I17 1 153 62 4DH

MBH 1024I17 1 153 62 AC 0.65 2 4NB 85MBH 424I17 1 153 62 AC 0.49 2 10SB 85


Printed: 3/21/00 I 01763Page: MP 241.50


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit # 24248.21 J -----242.10812Rock Springs UP (NB) 0.42 1 2 16 ' - 02"TI 67212Rock Springs UP (SB) 0.24 1 8 16 ' - 02"TI 67



MD Var Soil Median


MD Var Soil Median

1024Mud Springs Rd (NB) 2 4 16 ' - 05"49.07 UP 65242.96424Mud Springs Rd (SB) 2 10 18 ' - 02"UP 65

49.31 TCS 28000243.20

1024Agua Fria River (NB) 2 8 363 ft Conc49.46 BR 80243.35824Agua Fria River (SB) 2 10 363 ft ConcBR 80

Exit # 24450.55 J -----244.44812Black Canyon City OP (NB) 0.87 1 2 97 ft ConcTI 64212Black Canyon City OP (SB) 1.11 1 8 97 ft ConcTI 64

50.58 EQ MP 244.47 Back Equals 244.87 Ahead244.47I17 1 153 59 4DH244.87


MD Var Soil Median

I17 1 159 190 55 65 450.72 DH245.01MBH 1024I17 1 159 55 AC 0.21 2 4NB 85MBH 424I17 1 190 159 55 AC 0.21 2 10SB 91

MD Var Soil Median

IM-17-1(228) 450.93 DH245.22AC 1024IM-17-1(228) AC 0.78 2 4NB 98

MBH 424I17 1 190 159 55 AC 0.78 2 10SB 91MD Var Soil Median


MD Var Soil Median

51.91 TCS 31768246.20IM-17-1(228) 4DH

AC 1024IM-17-1(228) AC 1.40 2 4NB 98MBH 424I17 1 190 159 55 AC 1.40 2 10SB 91

MD Var Soil Median

Printed: 3/21/00 I 01764Page: MP 246.20


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

IM-17-1(228) 453.31 DH247.60AC 1024IM-17-1(228) AC 0.28 2 4NB 98


IM-17-1(228) 453.59 DH247.88AC 1024IM-17-1(228) AC 1.82 2 4NB 98


Exit # 248 W54.11 J -----248.40812Bumble Bee OP (NB) 0.60 1 2 161 ft SteelTI 66

212Bumble Bee UP (SB) 1.09 1 8 16 ' - 03"54.15 TI 66248.44


MD Var Soil Median


MD Var Soil Median

56.01 TCS 29714250.30


MD Var Soil Median

124Sunset Point Rest Area (SB) 0.51 2 157.65 RA251.94MBH 424Two Way Frontage Rd Left 0.78 2 4FR

IM-17-1(340) 457.99 DH252.28AC 1025IM-17-1(340) AC 0.22 2 4NB 98

MBH 424I17 1 164 65 AC 0.22 2 10SB 87MD Var Soil Median


MD Var Soil Median

Exit # 25258.23 J -----252.52812Sunset Point OP (NB) 0.63 1 2 107 ft ConcTI 67212Sunset Point OP (SB) 1.25 1 8 107 ft ConcTI 68

MBH 124Two Way Frontage Rd Right 0.18 2 1FR020Two Way Frontage Rd Left 0.16 2 0FR

59.91 TCS 25800254.20

I17 1 164 44 460.26 DH254.55MBH 1024I17 1 164 44 AC 1.50 2 4NB 87

Printed: 3/21/00 I 01765Page: MP 254.55


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 424I17 1 164 44 AC 1.50 2 1060.26 SB 87254.55MD Var Soil Median

Exit # 25661.76 J -----256.05812Badger Springs Rd OP (NB) 0.64 1 2 89 ft ConcTI 63212Badger Springs Rd OP (SB) 0.57 1 8 89 ft ConcTI 63

I17 1 168 44 4DHMBH 1024I17 1 168 44 AC 5.34 2 4NB 88MBH 424I17 1 168 44 AC 5.62 2 10SB 88

MD Var Soil Median

62.71 TCS 26414257.00

Exit # 25965.15 J -----259.44812Bloody Basin Rd OP (NB) 0.55 1 2 89 ft ConcTI 63212Bloody Basin Rd OP (SB) 0.48 1 8 89 ft ConcTI 63



67.71 TCS 27212262.00

324Big Bug Creek (NB) 2 3 215 ft Steel67.75 BR 60262.04324Big Bug Creek (SB) 2 3 215 ft SteelBR 51


MD Var Soil Median



I17 2 168 22 F161 468.10 DH262.39MBH 1024I17 2 168 22 AC 0.20 2 4NB 88MBH 424I17 2 168 22F161 AC 0.20 2 10SB 88


I17 2 110 68 22 F 161 468.30 DH262.59MBH 1024I172 110 68 22 AC 0.99 2 4NB 90MBH 424I17 2110 22F161 AC 0.99 2 10SB 90


Exit # 262 at S 069 N68.36 J -----262.65912Cordes Jct UP (NB) 0.55 1 9 18 ' - 01"TI 60912Cordes Jct UP (SB) 1.37 1 9 16 ' - 02"TI 60

I17 2 110 68 28 F 161 469.29 DH263.58MBH 1024I17 2 110 68 28 AC 5.18 2 4NB 90MBH 424I17 2 11028 F161 AC 5.18 2 10SB 90

Printed: 3/21/00 I 01766Page: MP 263.58


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


1024Agua Fria River (NB) 2 8 274 ft Steel70.99 BR 63265.28824Agua Fria River (SB) 2 10 232 ft SteelBR 52

73.91 TCS 18830268.20

74.47 JB Enter Prescott NF268.76I17 2 110 68 28 F 161 4DH

MBH 1024I17 2 110 68 28 AC 0.36 2 4NB 90MBH 424I17 2 11028 F161 AC 0.36 2 10SB 90

MD Var Soil Median

Exit # 26874.65 J -----268.94412Dugas Rd/Orme Rd OP (NB) 0.49 1 2 90 ft ConcTI 63212Dugas Rd/Orme Rd OP (SB) 0.42 1 4 90 ft ConcTI 63

I 17 2 110 68 63 28 474.83 DH269.12MBH 1024I17 2 110 68 63 AC 0.13 2 4NB 90MBH 424I17 2 110 68 28 AC 0.13 2 10SB 90

MD Var Soil Median

IM-17-2(117) 274.96 DH269.25AC 1024IM-17-2(117) AC 11.46 2 4NB 96

00IM-17-2(117) 11.46 0 0SB 96MD Var Soil Median

75.11 TCS 19000269.40

1024Cienega Creek (NB) 4 8 147 ft Steel83.64 BR 76277.93424Cienega Creek (SB) 2 10 141 ft ConcBR 68

Exit # 278 at S 169 S84.09 J -----278.38812Cherry Rd UP (NB) 0.58 1 2 16 ' - 05"TI 76212Cherry Rd UP (SB) 0.44 1 8 16 ' - 08"TI 76


MD Var Soil Median

I17 1 190 I 17 2 17 46 487.21 DH281.50MBH 1024I17 1 190I17 246 AC 2.00 2 4NB 91MBH 424I17 2 17 46 AC 2.00 2 10SB 89

MD Var Soil/Barrier Median

G 1412NB 0.48 1 1488.96 TR283.25


MD Var Soil/Barrier Median

90.91 TCS 23508285.20

Exit # 28591.24 J -----285.53

Printed: 3/21/00 I 01767Page: MP 285.53


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

91.24 UB SUB Camp Verde285.531024General Crook Trail OP (NB) 0.68 2 8 145 ft ConcTI 751924General Crook Trail OP (SB) 0.77 2 19 145 ft ConcTI 75


MD Var Soil Median

91.91 TCS 20437286.20


MD Var Soil Median

Exit # 287 at S 26093.00 J -----287.29812Camp Verde UP (NB) 0.65 1 2 16 ' - 10"TI 78212Camp Verde UP (SB) 0.66 1 8 19 ' - 04"TI 78

93.21 TCS 20974287.50

1024Verde River (NB) 2 8 524 ft Steel93.63 BR 78287.92624Verde River (SB) 2 10 525 ft SteelBR 57

1024S Verde (NB) 2 4 16 ' - 02"94.61 UP 78288.90424S Verde (SB) 2 10 16 ' - 10"UP 78

95.10 JB Leave Prescott Enter Coconino NF289.39I17 2 98 48 4DH


MD Var Soil Median

Exit # 28995.68 J -----289.97UB NUB Camp Verde

812Middle Verde UP (NB) 0.55 1 2 16 ' - 01"TI 78212Middle Verde UP (SB) 0.50 1 8 18 ' - 01"TI 78


MD Var Soil Median

96.31 TCS 23369290.60


MD Var Soil Median

Exit # 29398.97 J -----293.26312Cornville Rd UP (NB) 0.41 1 3 16 ' - 05"TI 61312Cornville Rd UP (SB) 0.37 1 3 14 ' - 11"TI 61

Printed: 3/21/00 I 01768Page: MP 293.26


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

824Dry Beaver Creek (NB) 2 8 214 ft Steel99.11 BR 61293.40324Dry Beaver Creek (SB) 2 3 214 ft SteelBR 61


MD Var Soil Median

101.81 TCS 22162296.10

812Mcguireville Rest Areas 0.68 1 2102.21 RA296.50

IR-17-2(119) 2104.60 DH298.8900IR-17-2(119) 0.11 0 0NB 96

AC 424IR-17-2(119) AC 0.11 2 10SB 96MD Var Soil Median

Exit # 298 at S 179 N104.69 J -----298.98312Sedona Rd OP (NB) 0.58 1 3 107 ft ConcTI 61312Sedona Rd OP (SB) 0.41 1 3 107 ft ConcTI 61

IM-17-2(116) 4104.71 DH299.00AC 826IM-17-2(116) AC 12.29 2 4NB 96AC 424IR-17-2(119) AC 12.29 2 10SB 96

MD Var Soil Median

105.01 TCS 15507299.30

G 1412SB 0.48 1 14106.01 TR300.30

Exit # 306 E112.01 J -----306.30312Stoneman Lake Rd OP (NB) 0.51 1 3 29 ft ConcTI 58312Stoneman Lake Rd OP (SB) 0.50 1 3 29 ft ConcTI 58

112.31 TCS 16819306.60

IM-17-2(116) 4117.00 DH311.29AC 826IM-17-2(116) AC 0.25 2 4NB 96

MBH 424I17 2 96 54 AC 0.25 2 10SB 86MD Var Soil Median

117.25 JB Coconino County311.54IM-17-2(116) 4DH

AC 826IM-17-2(116) AC 0.06 2 4NB 96MBH 424I17 2 96 54 AC 0.06 2 10SB 86

MD Var Soil Median


MD Var Soil Median

IM-17-2(115) 4117.37 DH311.66MBH 1024I17 2 96 78 56 AC 1.19 2 4NB 86

CCMB 424IM-17-2(115) AC 1.19 2 10SB 94

Printed: 3/21/00 I 01769Page: MP 311.66


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


812J Red Hill Overlook Rd SB 0.52 1 2118.40 FR312.69

IM-17-2(115) 4118.56 DH312.85MBH 1024I17 2 78 56 59 AC 0.15 2 4NB 77

CCMB 424IM-17-2(115) AC 0.15 2 10SB 94MD Var Soil Median

IM-17-2(115) 4118.71 DH313.00MBH 1024I17 2 100 96 78 AC 6.82 2 4NB 88


Exit # 315121.29 J -----315.58812Rocky Park Rd OP (NB) 0.56 1 2 29 ft ConcTI 60212Rocky Park Rd OP (SB) 0.37 1 8 29 ft ConcTI 75

121.81 TCS 15875316.10

1024Woods Canyon (NB) 2 8 178 ft Steel122.75 BR 66317.04824Woods Canyon (SB) 2 10 186 ft SteelBR 75

Exit # 317123.58 J -----317.87812Fox Ranch Rd UP (NB) 0.53 1 2 16 ' - 09"TI 75212Fox Ranch Rd UP (SB) 0.57 1 8 16 ' - 09"TI 75020Two Way Frontage Rd Left 0.33 2 0FR

124.11 TCS 15633318.40

IM-17-2(115) 4125.53 DH319.82MBH 1024I17 2 100 78 56 AC 2.39 2 4NB 88


Exit # 320 W126.23 J -----320.52412Schnebly Hill Rd OP (NB) 0.54 1 4 29 ft ConcTI 60412Schnebly Hill Rd OP (SB) 0.56 1 4 29 ft ConcTI 60

1024Munds Canyon (NB) 2 8 383 ft Conc127.70 BR 75321.99824Munds Canyon (SB) 2 10 323 ft ConcBR 75

IM-17-2(115) 4127.92 DH322.21MBH 1024I17 2 100 78 58 AC 0.76 2 4NB 88


128.21 TCS 16669322.50

Exit # 322128.43 J -----322.72812Pinewood Blvd/Munds Park OP (NB) 0.52 1 2 29 ft ConcTI 60212Pinewood Blvd/Munds Park OP (SB) 0.55 1 8 29 ft ConcTI 60

BST 124Two Way Frontage Rd Left 0.41 2 1FR

128.61 TCS 16500322.90

IM-17-2(115) 4128.68 DH322.97

Printed: 3/21/00 I 01770Page: MP 322.97


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1024I17 2 102 35 12 AC 10.64 2 4128.68 NB 88322.97CCMB 424IM-17-2(115) AC 10.64 2 10SB 94

MD Var Soil Median

812Christensen Rest Areas 1.19 1 2129.67 RA323.96

Exit # 326131.91 J -----326.20812Willard Springs Rd (NB) 0.62 1 2 107 ft ConcTI 71212Willard Springs Rd (SB) 0.48 1 8 107 ft ConcTI 71018Two Way Frontage Rd Right 1.20 2 0FR

133.21 TCS 17039327.50

Exit # 328134.47 J -----328.76312Newman Park Rd OP (NB) 0.56 1 3 34 ft ConcTI 60312Newman Park Rd OP (SB) 0.62 1 3 34 ft ConcTI 60

135.61 TCS 16183329.90

Exit # 331136.83 J -----331.12812Kelly Canyon Rd UP (NB) 0.74 1 2 16 ' - 09"TI 71212Kelly Canyon Rd UP (SB) 0.52 1 8 16 ' - 06"TI 71

138.11 TCS 17964332.40

IM-17-2(115) 4139.32 DH333.61MBH 1024I 17 2 106 AC 0.60 2 4NB 91


Exit # 333139.56 J -----333.85812Kachina Blvd/Mountainairo Rd OP (NB) 0.61 1 2 174 ft ConcTI 91212Kachina Blvd/Mountainairo Rd OP (SB) 0.71 1 8 174 ft ConcTI 91

IM-17-2(115) 4139.92 DH334.21MBH 824I17 2 103 35 12 AC 0.12 2 4NB 90


IM-17-2(115) 4140.04 DH334.33MBH 1024I17 2 103 58 12 AC 1.27 2 4NB 90


141.31 TCS 25587335.60IM-17-2(115) 4DH

MBH 1024I17 2 103 35 60 AC 0.55 2 4NB 90CCMB 424IM-17-2(115) AC 0.55 2 10SB 94

MD Var Soil Median

141.86 UB SCL SUB Flagstaff Elev 6905336.15IM-17-2(115) 4DH

MBH 1024I17 2 103 35 60 AC 0.77 2 4NB 90CCMB 424IM-17-2(115) AC 0.77 2 10SB 94

MD Var Soil Median

Printed: 3/21/00 I 01771Page: MP 336.15


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

IM-17-2(115) 4142.63 DH336.92MBH 1024I17 2 103 35 60 AC 0.26 2 4NB 90


I17 2 103 85 35 60 4142.89 DH337.18MBH 1024I17 2 103 35 60 AC 0.01 2 4NB 90MBH 424I17 2 35 PCC 0.01 2 10SB 74

MD Var Soil Median

I17 2 85 60 4142.90 DH337.19MBH 1024I17 2 85 60 AC 2.22 2 4NB 81MBH 424I17 2 60 PCC 2.22 2 10SB 68

MD Var Soil Median

Exit # 337 at SA089143.10 J -----337.39812Airport Rd UP (NB) 0.50 1 2 16 ' - 04"TI 60212Airport Rd UP (SB) 0.70 1 8 16 ' - 03"TI 60

144.31 TCS 33951338.60

145.12 JB Leave Coconino NF339.41I 17 2 111 60 4DH

MBH 1024I 17 2 111 60 AC 0.64 2 4NB 90MBH 424I 17 2 111 60 AC 0.64 2 10SB 90

MD Var Soil Median

Exit # 339145.47 J -----339.76812Lake Mary Rd OP (NB) 0.54 1 2 108 ft ConcTI 66212Lake Mary Rd OP (SB) 0.41 1 8 108 ft ConcTI 66

145.61 TCS 28222339.90

Exit # 340145.74 J -----340.03312I 040 UP 0.28 1 3 16 ' - 11"TI 66

End I 017 at I 040 and SA089 in Flagstaff145.76 J340.05


Beg I 019 at SB019 in Nogales0.00 J -----0.00UB Inside NogalesJB Santa Cruz County

I 19 1 53 4DHMBH 524I 19 1 53 AC 0.22 2 2NB 70MBH 224I 19 1 53 AC 0.22 2 5SB 70

MD Var Median

I 19 1 35 40.22 DH0.22MBH 1024I 19 1 35 AC 0.14 2 4NB 70MBH 4241 19 1 35 AC 0.14 2 10SB 70


I 19 1 105 35 40.36 DH0.36

Printed: 3/21/00 I 01972Page: MP 0.36


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1024I 19 1 105 35 AC 2.20 2 40.36 NB 890.36MBH 424I 19 1 105 35 AC 2.20 2 10SB 89

MD Var Soil Median

1.10 TCS 79001.10

Exit # 11.16 J -----1.161012Western Ave OP (NB) 0.44 1 2 127 ft ConcTI 71

212Western Ave OP (SB) 0.46 1 10 120 ft Conc1.18 TI 711.18024One Way Frontage Rd Left 0.17 2 0FR

2.00 TCS 110002.00


MD Var Soil Median

Exit # 4 at S 1892.95 J -----2.95812Mariposa OP (NB) 0.60 1 2 125 ft ConcTI 68212Mariposa OP (SB) 0.59 1 8 134 ft ConcTI 68

1024Pajarito (NB) 2 4 103 ft Conc3.66 OP 683.66424Pajarito (SB) 2 10 117 ft ConcOP 68

4.10 TCS 140004.10


1024Country Club (NB) 2 4 252 ft Conc4.92 OP 684.92424Country Club (SB) 2 10 252 ft ConcOP 68

5.09 UB NCL UB Nogales5.09I19 1 105 36 4DH



Exit # 8 at SB019 S5.30 J -----5.30812Potrero UP (NB) 0.47 1 2 16 ' - 01"TI 68


MD Var Soil Median

I19 1 100 19F1 86 10 46.08 DH6.08MBH 1024I19 1 100F18610 AC 4.33 2 4NB 87MBH 424I19 1 100 19 AC 4.33 2 10SB 87

MD Var Soil MedianMBH 124Two Way Frontage Rd Right 3.48 2 1FRMBH 124Two Way Frontage Rd Left 3.43 2 1FR

6.50 TCS 204006.50

Printed: 3/21/00 I 01973Page: MP 6.50


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit # 12 at S 289 N7.71 J -----7.71812Pena Blanca UP (NB) 0.54 1 2 16 ' - 05"TI 87212Pena Blanca UP (SB) 0.70 1 8 18 ' - 01"TI 87

9.30 TCS 176009.30

I19 1 89F186 12 410.41 DH10.41MBH 1024I19 1 89F18612 AC 5.66 2 4NB 85MBH 424I19 1 89 22 AC 5.66 2 10SB 85

MD Var Soil Median

024One Way Frontage Rd Right 0.84 2 010.71 FR10.71

Exit # 17 Rio Rico Dr10.88 J -----10.88812Calabasas UP (NB) 0.59 1 2 17 ' - 04"TI 66212Calabasas UP (SB) 0.45 1 8 16 ' - 05"TI 66024Two Way Frontage Rd Left 0.24 2 0FR

12.40 TCS 1190012.40


Exit # 2213.96 J -----13.96812Peck Canyon UP (NB) 0.40 1 2 16 ' - 01"TI 66212Peck Canyon UP (SB) 0.41 1 8 16 ' - 04"TI 66

14.80 TCS 1220014.80


Exit # 2515.63 J -----15.63812Palo Parada UP (NB) 0.57 1 2 16 ' - 02"TI 66212Palo Parada UP (SB) 0.42 1 8 17 ' - 02"TI 66


16.07 EQ MP 16.07 Back Equals 16.00 Ahead16.07I 19 1 25 4DH16.00

MBH 1024I 19 1 25 AC 5.03 2 4NB 78MBH 424I 19 1 25 AC 5.03 2 10SB 78

MD Var Soil Median


17.37 TCS 1150017.30

1024Arroyo Agudo (NB) 2 6 201 ft Conc17.76 BR 7817.69624Arroyo Agudo (SB) 2 10 201 ft ConcBR 78

Exit # 2918.20 J -----18.13812Tumacacori OP (NB) 0.62 1 2 153 ft ConcTI 78212Tumacacori OP (SB) 0.57 1 8 153 ft ConcTI 78


I-19-1(125) 421.10 DH21.03AC 1024I-19-1(125) AC 4.29 2 4NB 98AC 424I-19-1(125) AC 4.29 2 10SB 98

Printed: 3/21/00 I 01974Page: MP 21.03


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


21.17 TCS 1180021.10


Exit # 3421.62 J -----21.55812Tubac OP (NB) 0.49 1 2 134 ft ConcTI 79212Tubac OP (SB) 0.49 1 8 134 ft ConcTI 79

22.47 TCS 1210022.40

Exit # 4024.82 J -----24.75812Chavez OP (NB) 0.52 1 2 134 ft ConcTI 79212Chavez OP (SB) 0.52 1 8 134 ft ConcTI 79

I19 1 29F86 13 425.39 DH25.32MBH 1024I19 1 29F86 13 AC 0.03 2 4NB 79MBH 424I19 1 29 AC 0.03 2 10SB 79

MD Var Soil Median


MD Var Soil Median

25.87 TCS 1200025.80



Exit # 4226.61 J -----26.54812Agua Linda UP (NB) 0.61 1 2 15 ' - 10"TI 77212Agua Linda UP (SB) 0.60 1 8 18 ' - 05"TI 77


29.47 TCS 1300029.40

824Sopori Wash (NB) 2 2 234 ft Conc29.75 BR 7729.68224Sopori Wash (SB) 2 8 228 ft ConcBR 77

30.04 JB Pima County29.97I 19 1 32 4DH

MBH 1024I 19 1 32 AC 1.84 2 4NB 77MBH 424I 19 1 32 AC 1.84 2 10SB 77

MD Var Conc Curbed MedianMBH 124Two Way Frontage Rd Right 1.84 2 1FR

Exit # 4830.05 J -----29.98812Arivaca OP (NB) 0.65 1 2 147 ft ConcTI 77212Arivaca OP (SB) 0.68 1 8 147 ft ConcTI 77

30.07 TCS 1480030.00


I 19 1 41 431.88 DH31.81Printed: 3/21/00 I 01975Page: MP 31.81


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1024I 19 1 41 AC 5.30 2 431.88 NB 7631.81MBH 424I 19 1 41 AC 5.30 2 10SB 76

MD Var Soil MedianMBH 124Two Way Frontage Rd Left 3.61 2 1FRMBH 124Two Way Frontage Rd Right 5.30 2 1FR

812Canoa Ranch Rest Areas 1.36 1 232.92 RA32.85

Exit # 5634.94 J -----34.87812Canoa Ranch OP (NB) 0.55 1 2 108 ft ConcTI 76212Canoa Ranch OP (SB) 0.55 1 8 108 ft ConcTI 76

1024Esperanza Wash (NB) 2 8 195 ft Conc36.03 BR 5335.96824Esperanza Wash (SB) 2 10 168 ft ConcBR 76

I19 1 57F86 14 437.18 DH37.11MBH 1024I19 1 57F86 14 AC 1.15 2 4NB 76MBH 424I19 1 57 AC 1.15 2 10SB 76

MD Var Soil MedianBST 124Two Way Frontage Rd Right 3.00 2 1FRBST 124Two Way Frontage Rd Left 2.33 2 1FR

38.33 UB SCL UB Green Valley38.26I19 1 57F8614 4DH

MBH 1024I19 1 57F8614 AC 0.76 2 4NB 76MBH 424I19 1 57F8614 AC 0.76 2 10SB 76

MD Var Soil Median


MD Var Soil Median

39.17 TCS 1630039.10

Exit # 6339.51 J -----39.44812Continental OP (NB) 0.68 1 2 144 ft ConcTI 76212Continental OP (SB) 0.60 1 8 144 ft ConcTI 76

39.97 TCS 1980039.90

I19 1 68 44F1 865 440.21 DH40.14MBH 1024I19 1 68 F1865 AC 2.29 2 4NB 85MBH 424I19 1 68 F1865 AC 2.29 2 10SB 85

MD Var Soil Median

Exit # 6540.81 J -----40.74812Esperanza Blvd (NB) 0.42 1 2 162 ft ConcTI 69212Esperanza Blvd (SB) 0.40 1 8 162 ft ConcTI 69

41.97 TCS 2410841.90


Printed: 3/21/00 I 01976Page: MP 42.43


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

42.50 MD 76 ft Soil Median42.43

Exit # 69 at SB019 N43.31 J -----43.24UB NCL UB Green Valley

812Duval Rd UP (NB) 0.64 1 2 16 ' - 07"TI 71212Duval Rd UP (SB) 0.58 1 8 16 ' - 03"TI 71024Two Way Frontage Rd Right 2.04 2 0FR024Two Way Frontage Rd Left 0.44 2 0FR

45.07 TCS 2260045.00

1024Quarte Wash (NB) 2 4 111 ft Conc45.23 BR 7145.16424Quarte Wash (SB) 2 10 111 ft ConcBR 71

1024El Toro Rd (NB) 2 4 247 ft Steel45.87 OP 7145.80424El Toro Rd (SB) 2 10 247 ft SteelOP 71

47.03 EQ MP 46.96 Back Equals 46.77 Ahead46.96

Exit # 7547.06 J -----46.80812Helmet Peak Rd (NB) 0.58 1 2 16 ' - 05"TI 69812Helmet Peak Rd (SB) 0.58 1 2 16 ' - 11"TI 69

48.46 TCS 2293248.20

Exit # 8049.88 J -----49.62812Pima Mine Rd OP (NB) 0.44 1 2 198 ft ConcTI 68212Pima Mine Rd OP (SB) 0.49 1 8 198 ft ConcTI 68

50.21 JB Enter San Xavier IR49.95



52.26 TCS 2227152.00

1024Pima (NB) 2 4 69 ft Conc53.36 OP 6853.10424Pima (SB) 2 10 69 ft ConcOP 68

Exit # 8754.65 J -----54.39812Papago OP (NB) 0.80 1 2 123 ft ConcTI 68212Papago OP (SB) 0.64 1 8 123 ft ConcTI 68



55.86 TCS 2235255.60

1024San Xavier (NB) 2 4 69 ft Conc56.02 OP 6755.76424San Xavier (SB) 2 10 69 ft ConcOP 67

324Santa Cruz River (NB) 2 3 410 ft Steel56.94 BR 6756.68324Santa Cruz River (SB) 2 3 410 ft SteelBR 67

Printed: 3/21/00 I 01977Page: MP 56.68


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit # 9257.16 J -----56.90212San Xavier OP (NB) 0.51 1 8 197 ft SteelTI 67812San Xavier OP (SB) 0.69 1 2 195 ft SteelTI 67

58.06 TCS 2439357.80UB SCL UB Tucson Elev 2410JB Leave San Xavier IR

I19 1 103 56 4DHMBH 1024I19 1 103 56 AC 0.68 2 4NB 88MBH 424I19 1 103 56 AC 0.68 2 10SB 88


I19 101 5 458.74 DH58.48MBH 1024I19 101 5 AC 1.28 2 4NB 88MBH 424I19 101 5 AC 1.28 2 10SB 88


Exit # 9559.08 J -----58.82812Valencia Rd UP (NB) 0.08 1 2 17 ' - 02"TI 65212Valencia Rd UP (SB) 0.10 1 8 16 ' - 00"TI 65

FIR-19-1(107) 460.02 DH59.76AC 1024FIR-19-1(107) AC 2.82 2 4NB 93AC 424FIR-19-1(107) AC 2.82 2 10SB 93


824Drexel Rd (NB) 2 8 17 ' - 08"60.06 UP 6559.80824Drexel Rd (SB) 2 8 16 ' - 09"UP 65

60.26 TCS 4169860.00

Exit # 9861.10 J -----60.84624Irvington Rd UP (NB) 0.00 2 6 16 ' - 10"TI 85624Irvington Rd UP (SB) 0.00 2 6 16 ' - 03"TI 85

61.36 TCS 4841161.10

224Pedestrian OP (NB) 2 2 17 ' - 03"61.63 UP 6561.37224Pedestrian OP (SB) 2 2 17 ' - 02"UP 65

Exit # 99 at S 08662.11 J -----61.85812Ajo Way UP (NB) 0.99 1 2 16 ' - 09"TI 65212Ajo Way UP (SB) 1.10 1 8 16 ' - 01"TI 65

62.84 TCS 5735162.58I 19 1 5 4DH

MBH 1024I 19 1 5 PCC 0.25 2 4NB 65MBH 424I 19 1 5 PCC 0.25 2 10SB 65



1024Julian Wash (NB) 2 4 69 ft Conc62.96 BR 6562.70424Julian Wash (SB) 2 10 67 ft ConcBR 65

Printed: 3/21/00 I 01978Page: MP 62.70


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MD Var Soil Median

102412th Ave Ramp A 2 4 297 ft Conc63.15 OP 6362.8942412th Ave Ramp C 2 10 173 ft ConcOP 6351212th Ave Ramp D 1 2 123 ft ConcOP 6361212th Ave Ramp B 1 2 136 ft ConcOP 63

End I 019 at I 010 in South Tucson63.35 J -----63.09


Beg SB019(1) at Intl Border Mexico0.00 J -----0.00UB Inside NogalesJB Santa Cruz County

F001 1 8 CITY 4DHMBH 1824F001 1 8 CITY AC 0.18 2 18NB 88MBH 824F001 1 8 CITY AC 0.18 2 8SB 88


F001 1 8 3 CITY 40.18 DH0.18MBH 1824F001 1 8 CITY AC 0.07 2 18NB 88MBH 824F001 1 8 3 AC 0.07 2 8SB 88


F001 1 8 3 CITY 40.25 DH0.25MBH 1024FOO1 1 8 CITY AC 0.16 2 10NB 88MBH 824F001 1 8 3 AC 0.16 2 8SB 88

MD Curbed Business MedianX Curb to Left and Right

F001 1 8 3 CITY 40.41 DH0.41MBH 924F001 1 8 CITY AC 0.30 2 9NB 88MBH 824F001 1 8 3 AC 0.30 2 8SB 88


048F001 8 86A AC 0.31 4 00.71 UH 880.71MD 8 ft Painted MedianX Curb to Left and Right

0.80 TCS 190000.80

048F001 8 86A AC 0.72 4 01.02 UH 881.02MD 12 ft Painted MedianX Curb to Left and Right

448S 082 4 4 15 ' - 06"1.53 UP 671.53



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

S 082 E to Left1.66 J -----1.66

MBH 448F 001 1 926 1 AC 0.26 4 41.74 UH 901.74MD 12 ft Painted MedianX Curb to Left and Right

MBH 448F 001 1 926 1 AC 0.67 4 42.00 UH 902.00MD Var Painted Median

2.10 TCS 240002.10

F 001 1 926 1 42.67 DH2.67MBH 824F 001 1 926 1 AC 2.35 2 4NB 90MBH 424F 001 1 926 1 AC 2.35 2 8SB 90


S 189 South to I 019 and Border2.77 J -----2.77

4.00 TCS 280004.00




MD Var Soil Median


End SB019(1) at I 019 on OP5.88 J -----5.88UB NUB Nogales


Beg SB019(2) at I 019 on OP Exit # 430.00 J -----43.88JB Inside Pima County

MBH 824S587 6 I19 1 60 AC 0.27 2 8UH 90

MBH 824S587 6 502F86 15 AC 0.71 2 80.27 UH 9044.15

MBH 824S587 6 F1 1 502 AC 0.69 2 80.98 UH 9044.86

1.12 TCS 582445.00

MBH 824S587 6 502F86 15 AC 0.56 2 81.67 UH 9045.55

324Santa Cruz River 2 3 333 ft Steel2.14 BR 5346.02

Old Tucson-Nogales Hwy2.23 J -----46.11MBH 824S587 6 502 F86 A AC 2.03 2 8UH 90

3.12 TCS 624047.00

MBH 824S587 6 502 F86 A AC 3.16 2 84.26 UH 9048.14



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Helmet Peak Rd/Sahuarita Rd.4.27 J -----[B24]48.15

6.12 TCS 536750.00

Pima Mine Rd7.25 J -----51.13

MBH 824S587 501 F86 A AC 1.10 2 87.42 UH 7851.30

8.12 TCS 582452.00

MBH 1124S587 501 F1 503 AC 0.53 2 118.52 UH 7852.40

1124Lee Moor Wash 2 11 129 ft Conc8.80 BR 7352.68

MBH 824S587 501 F86 A AC 1.56 2 89.05 UH 7852.93

9.78 UB SUB Tucson53.66

MBH 824S587 501 F86A AC 1.98 2 810.61 UH 7854.49

Old Nogales Hwy12.56 J -----56.44

MBH 824S587 501 F29 49 AC 0.23 2 812.59 UH 7856.47

MBH 824S587 501 F 29 5 AC 0.61 2 812.82 UH 7856.70

13.32 TCS 1211457.20

MBH 448M951 0 501F 29 5 AC 1.01 4 413.43 UH 8957.31MD 12 ft Painted Median

Hughes Access to Alvernon13.57 J -----57.45

MBH 460M951 0 501F29 5 AC 0.39 5 414.44 UH 8958.32MD 12 ft Painted Median

MBH 1060M951 0 501F29 5 AC 0.70 5 1014.83 UH 8958.71MD 12 ft Painted Median

15.53 JB SCL Tucson Elev 241059.41MBH 1060M951 0 501F29 5 AC 1.12 5 10UH 89

MD 12 ft Painted MedianX Curb to Left and Right

16.12 TCS 2238460.00

Valencia Rd16.53 J -----60.41

MBH 448M951 0 501F29 5 AC 1.95 4 416.65 UH 8960.53MD 12 ft Painted MedianX Curb to Left and Right

17.62 TCS 1983261.50

00Airport Wash 0 0 149 ft Conc17.82 BR 8961.70

048M 951 0 2 WPA AC 1.02 4 018.60 UH 8862.48MD 8 ft Painted MedianX Curb to Left and Right

Irvington Rd18.62 J -----62.50

19.12 TCS 2896863.00



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

S 086 Ajo Way W19.62 J -----63.50048F031 1 28 WPA AC 0.22 4 0UH 88


048F031 1 28 NRH29 AC 0.40 4 019.84 UH 8863.72MD 8 ft Painted MedianX Curb to Left and Right

19.92 TCS 2896863.80

End SB019(2) at I 010 on OP20.24 J -----64.12


CALIF. STATE LINE near TOPOCK0.00 J -----0.00


MD Var Soil MedianMBH 124Two Way Frontage Rd Right 0.37 2 1FR

0.40 TCS 139000.40

Exit #10.54 J -----0.54812Topock Rd UP (EB) 0.29 1 2 16 ' - 04"TI 66212Topock Rd UP (WB) 0.35 1 8 16 ' - 03"TI 66

1.70 TCS 144511.70


MD Var Soil Median

IR-40-1(69) 42.41 DH2.41MBH 1024IR-40-1(69) AC 5.88 2 4EB 92MBH 424IR-40-1(69) AC 5.88 2 10WB 92

MD Var Soil Median

Exit # 22.99 J -----2.99812Needle Mountain Rd UP (EB) 0.72 1 2 17 ' - 01"TI 76212Needle Mountain Rd UP (WB) 0.72 1 8 16 ' - 03"TI 76

3.50 TCS 129553.50

212Weigh Station 2.23 1 23.90 WS3.90


MD Var Soil Median

Exit # 9 at S 095 S9.79 J -----9.79812Lake Havasu Rd UP (EB) 0.50 1 2 16 ' - 02"TI 72

Printed: 3/21/00 I 04082Page: MP 9.79


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

812Lake Havasu Rd UP (WB) 0.50 1 2 18 ' - 10"9.79 TI 729.79

924Boulder Wash (EB) 2 9 141 ft Conc11.05 BR 7211.05924Boulder Wash (WB) 2 9 141 ft ConcBR 72

924Chemehuevi Wash (EB) 2 9 142 ft Conc11.39 BR 7211.39924Chemehuevi Wash (WB) 2 9 119 ft ConcBR 52

11.40 TCS 1314311.40

BST 124Two Way Frontage Rd Right 0.23 2 112.93 FR12.93BST 124Two Way Frontage Rd Left 0.23 2 1FR

Exit # 1313.16 J -----13.16812Franconia UP (EB) 0.46 1 2 18 ' - 01"TI 72212Franconia UP (WB) 0.51 1 8 17 ' - 09"TI 72

924Franconia Wash (EB) 2 9 164 ft Conc13.62 BR 7213.62924Franconia Wash (WB) 2 9 162 ft ConcBR 52


MD Var. ft Soil Median

1024Buck Mountain Wash (EB) 2 4 387 ft Conc14.91 BR 6814.91424Buck Mountain Wash (WB) 2 10 387 ft ConcBR 98


16.60 TCS 1296516.60

1024Illavar Wash Bridge (EB) 2 4 106 ft Conc18.30 BR18.30424Illavar Wash Bridge (WB) 2 10 106 ft ConcBR

024Two Way Frontage Rd Right 1.91 2 019.70 FR19.70024Two Way Frontage Rd Left 0.68 2 0FR

Exit # 2020.13 J -----20.13812Gem Acres Rd UP (EB) 0.44 1 2 17 ' - 11"TI 67212Gem Acres Rd UP (WB) 0.50 1 8 16 ' - 07"TI 67

1024Happy Jack Rd (EB) 2 4 17 ' - 06"21.75 UP 6721.75424Happy Jack Rd (WB) 2 10 16 ' - 07"UP 67

22.60 TCS 1300022.60

812Haviland Rest Areas 1.19 1 222.70 RA22.70

1024Mackenzie Wash (EB) 2 4 210 ft Conc23.63 BR 6723.63324Mackenzie Wash (WB) 2 3 202 ft ConcBR 52


Exit # 2525.18 J -----25.18812West Yucca/Alamo Rd UP (EB) 0.25 1 2 17 ' - 01"TI 67212West Yucca/Alamo Rd UP (WB) 0.24 1 8 16 ' - 06"TI 67


Printed: 3/21/00 I 04083Page: MP 25.53


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


25.60 TCS 1256825.60

1024Yucca Pedestrian OP (EB) 2 4 17 ' - 06"25.73 UP 6625.73424Yucca Pedestrian OP (WB) 2 10 17 ' - 08"UP 66

Exit # 2626.17 J -----26.17812East Yucca/ProvingGround Rd UP (EB) 0.21 1 2 16 ' - 01"TI 66212East Yucca/ProvingGround Rd UP (WB) 0.31 1 8 17 ' - 00"TI 66

324Burlington Northern Santa Fe RR (EB) 2 3 219 ft Steel26.91 OP 6626.91324Burlington Northern Santa Fe RR (WB) 2 3 236 ft SteelOP 52

27.40 TCS 1184227.40

Exit # 2828.75 J -----28.75812Old Trails Rd UP (EB) 0.57 1 2 16 ' - 09"TI 66212Old Trails Rd UP (WB) 0.56 1 8 16 ' - 06"TI 66

324Walnut Creek (EB) 2 3 141 ft Conc32.14 BR 5232.14424Walnut Creek (WB) 2 10 141 ft ConcBR 65

32.90 TCS 1200032.90

324Black Rock Wash (EB) 2 3 140 ft Conc34.84 BR 5234.84424Black Rock Wash (WB) 2 10 140 ft ConcBR 65

Exit # 3737.03 J -----37.03812Griffith Rd UP (EB) 0.52 1 2 16 ' - 03"TI 66212Griffith Rd UP (WB) 0.56 1 8 17 ' - 00"TI 66024Two Way Frontage Rd Left 4.76 2 0FR

1024Griffith Wash (EB) 2 8 140 ft Conc40.42 BR 5240.42824Griffith Wash (WB) 2 10 141 ft ConcBR 74

BST 124One Way Frontage Rd Left 0.55 2 143.76 FR43.76


43.80 TCS 1200843.80

Exit # 4444.31 J -----44.31812McConnico/Oatman Rd OP (EB) 0.66 1 2 134 ft ConcTI 78212McConnico/Oatman Rd OP (WB) 0.68 1 8 134 ft ConcTI 78



1024Burlington Northern Santa Fe RR (EB) 2 4 16 ' - 03"45.18 OP 7845.18424Burlington Northern Santa Fe RR (WB) 2 10 16 ' - 05"OP 78

45.60 TCS 1410045.60

824Holy Moses Wash (EB) 2 8 204 ft Conc46.79 BR 8046.79824Holy Moses Wash (WB) 2 10 221 ft ConcBR 80

47.90 UB WCL UB Kingman Elev 334547.90

Exit # 48 at U 093 N & SB040 E48.85 J -----48.85

Printed: 3/21/00 I 04084Page: MP 48.85


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

812W Kingman/Beale St OP (EB) 0.86 1 2 142 ft Conc48.85 TI 8048.85212W Kingman/Beale St OP (WB) 0.86 1 8 142 ft ConcTI 80

49.50 JB Temp Leave Kingman49.50

FIR-40-1(76) 449.67 DH49.67MBH 1024FIR-40-1(76) AC 3.86 2 4EB 93MBH 424FIR-40-1(76) AC 3.86 2 10WB 93

MD Var Soil Median

1224Clack Canyon Rd (EB) 2 6 320 ft Conc49.72 BR 8049.72624Clack Canyon Rd (WB) 2 12 311 ft ConcBR 80

1224White Cliff (EB) 2 6 132 ft Conc50.11 OP 8050.11624White Cliff (WB) 2 12 153 ft ConcOP 80

50.28 JB Reenter Kingman50.28

50.50 TCS 2745850.50

51.05 JB Temp Leave Kingman51.05

51.16 JB Reenter Kingman51.16

Exit # 5251.68 J -----51.68812Stockton Hill Rd OP (EB) 0.97 1 2 142 ft ConcTI 80212Stockton Hill Rd OP (WB) 0.99 1 8 142 ft ConcTI 80

1224Harrison St (EB) 2 6 97 ft Conc52.29 OP 8052.29624Harrison St (WB) 2 12 97 ft ConcOP 80

52.30 TCS 2146152.30

Exit # 53 at SB040 W & S 066 E53.08 J -----53.08812E Kingman/Andy Derina Ave OP (EB) 0.73 1 2 213 ft ConcTI 70212E Kingman/Andy Derina Ave OP (WB) 0.46 1 8 213 ft ConcTI 70





55.08 UB ECL EUB Kingman55.53

56.15 TCS 1849556.60

1024Rattlesnake Wash (EB) 2 4 164 ft Conc56.49 BR 6756.94424Rattlesnake Wash (WB) 2 10 164 ft ConcBR 67

Exit # 5959.20 J -----59.65812D W Ranch Rd UP (EB) 0.51 1 2 16 ' - 11"TI 67212D W Ranch Rd UP (WB) 0.49 1 8 16 ' - 01"TI 67

62.55 TCS 2200063.00

Printed: 3/21/00 I 04085Page: MP 63.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

IM-40-2(114) 462.55 DH63.00MBH 1024IM-40-2(114) AC 8.40 2 4EB 96MBH 424IM-40-2(114) AC 8.40 2 10WB 96


Exit # 6666.02 J -----66.47812Blake Ranch Rd (EB) 0.45 1 2 89 ft ConcTI 66212Blake Ranch Rd (WB) 0.47 1 8 89 ft ConcTI 66

68.75 TCS 2100069.20






MD Var Soil Median

Exit # 71 at U 093 S71.51 J -----71.96812Round Valley UP (EB) 0.74 1 2 16 ' - 04"TI 63212Round Valley UP (WB) 1.03 1 8 17 ' - 00"TI 63

72.55 TCS 1500073.00

1024Peacock Wash (EB) 2 6 239 ft Conc73.04 BR 6673.49624Peacock Wash (WB) 2 10 239 ft ConcBR 66

1024Big Sandy Wash (EB) 2 6 286 ft Conc74.89 BR 6675.34624Big Sandy Wash (WB) 2 10 286 ft ConcBR 66

1024Hackberry Rd (EB) 2 6 108 ft Conc74.98 OP 6675.43624Hackberry Rd (WB) 2 10 108 ft ConcOP 66


Exit # 7978.90 J -----79.47812Silver Springs Rd OP (EB) 0.47 1 2 107 ft ConcTI 71212Silver Springs Rd OP (WB) 0.38 1 8 107 ft ConcTI 71

1024Willow Creek #1 (EB) 2 4 284 ft Conc82.51 BR 7283.08




MD Var Soil Median

Printed: 3/21/00 I 04086Page: MP 83.72


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile



MD Var Soil Median


624Willow Creek #6 (WB) 2 10 282 ft Conc85.41 BR 7685.98


MD Var Soil Median

FIR-40-2(108) 485.66 DH86.23MBH 1024I40 2 75 41 AC 0.06 2 4EB 77MBH 424FIR-40-2(108) AC 0.06 2 10WB 92

MD Var Soil Median

FIR-40-2(108) 485.72 DH86.29MBH 1024FIR-40-2(108) AC 12.45 2 4EB 92MBH 424FIR-40-2(108) AC 12.45 2 10WB 92

MD Var Soil Median

86.33 TCS 1400086.90

Exit # 8787.01 J -----87.58812Willows Ranch Rd (EB) 0.98 1 2 16 ' - 03"TI 76212Willows Ranch Rd (WB) 0.63 1 8 16 ' - 00"TI 76

87.73 TCS 1392088.30

Exit # 9191.13 J -----91.70812Fort Rock Rd UP (EB) 0.49 1 2 16 ' - 08"TI 77212Fort Rock Rd UP (WB) 0.52 1 8 16 ' - 10"TI 77

92.96 JB Yavapai County93.53

1024Echeverria (EB) 2 8 158 ft Conc93.88 OP 7794.45824Echeverria (WB) 2 10 145 ft ConcOP 77

94.13 TCS 1256694.70

Exit # 9695.45 J -----96.02812Cross Mountain Rd OP (EB) 0.63 1 2 107 ft ConcTI 77212Cross Mountain Rd OP (WB) 0.51 1 8 107 ft ConcTI 77


MD Var Soil Median

102.53 TCS 14400103.10

Exit # 103103.01 J -----103.58

Printed: 3/21/00 I 04087Page: MP 103.58


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

812Jolly Rd (EB) 0.54 1 2 16 ' - 08"103.01 TI 74103.58212Jolly Rd (WB) 0.49 1 8 16 ' - 06"TI 74


MD Var Soil Median

104.13 TCS 15516104.70

1024Markham Wash (EB) 2 8 289 ft Conc107.05 BR 73107.62824Markham Wash (WB) 2 10 276 ft ConcBR 73

Exit # 109109.08 J -----109.65812Anvil Rock Rd (EB) 0.61 1 2 17 ' - 04"TI 73212Anvil Rock Rd (WB) 0.57 1 8 19 ' - 00"TI 73

109.73 TCS 14263110.30


MD Var Soil Median

1024Audley Rd (EB) 2 4 159 ft Conc112.25 OP 71112.82424Audley Rd (WB) 2 10 159 ft ConcOP 71


MD Var Soil Median

1024Canyon Mouth Dam (EB) 2 4 16 ' - 02"117.32 UP 67117.89424Canyon Mouth Dam (WB) 2 10 16 ' - 05"UP 67


Exit # 121 at SB040 E120.51 J -----121.08812W Seligman UP (EB) 0.39 1 2 16 ' - 02"TI 67212W Seligman UP (WB) 0.50 1 8 16 ' - 05"TI 67


122.23 TCS 11140122.80

Exit # 123 at SB040 W122.75 J -----123.32812E Seligman OP (EB) 0.50 1 2 108 ft ConcTI 67212E Seligman OP (WB) 0.61 1 8 108 ft ConcTI 67

FIR-40-2(107) 4DHMBH 1024FIR-40-2(107) AC 0.08 2 4EB 92MBH 424I40 2 67 32 AC 0.08 2 10WB 78

MD Var Soil Median

FIR-40-2(107) 4122.83 DH123.40MBH 1024FIR-40-2(107) AC 8.60 2 4EB 92MBH 424I40 2 86 50 AC 8.60 2 10WB 81

Printed: 3/21/00 I 04088Page: MP 123.40


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


126.03 TCS 12551126.60

FIR-40-2(107) 4131.43 DH132.00MBH 1024FIR-40-2(107) AC 0.02 2 4EB 92MBH 424I40 2 99 86 50 AC 0.02 2 10WB 89

MD Var Soil Median


MD Var Soil Median


MD Var Soil Median


MD Var Soil Median

Exit # 139139.28 J -----139.85812Crookton Rd UP (EB) 0.80 1 2 17 ' - 08"TI 66212Crookton Rd UP (WB) 0.64 1 8 15 ' - 11"TI 66

I40 2 81 14 F 80 19 4139.44 DH140.01MBH 1024I40 2 81 14 AC 4.32 2 4EB 81MBH 424I40 2 81 14F 80 AC 4.32 2 10WB 81


1024Partridge Creek (EB) 2 4 146 ft Steel141.96 BR 64142.53824Partridge Creek (WB) 2 10 146 ft SteelBR 55

1024Burlington Northern Santa Fe RR (EB) 2 4 115 ft Conc143.74 OP 64144.31624Burlington Northern Santa Fe RR (WB) 2 6 101 ft ConcOP 55



143.93 TCS 12258144.50

Exit # 145 at SB040 E144.37 J -----144.94812W Ash Fork OP (EB) 0.63 1 2 153 ft ConcTI 79212W Ash Fork OP (WB) 0.62 1 8 153 ft ConcTI 79


144.93 TCS 14562145.50

1224Ash Fork Draw (EB) 2 6 172 ft Conc145.58 BR 79146.15624Ash Fork Draw (WB) 2 12 172 ft ConcBR 79

Printed: 3/21/00 I 04089Page: MP 146.15


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit #146 at S 089 S & SB040 W145.68 J -----146.25812E Ash Fork OP (EB) 0.72 1 2 182 ft ConcTI 79212E Ash Fork OP (WB) 0.85 1 8 182 ft ConcTI 79

146.03 TCS 10612146.60

146.51 JB Enter Kaibab NF147.08


147.51 JB Coconino County148.08IM-40-3(74) 4DH

MBH 1024IM-40-3(74) AC 1.51 2 4EB 93MBH 424IM-40-3(74) AC 1.51 2 10WB 93

MD Var Soil Median

Exit # 148147.69 J -----148.26812County Line Rd UP (EB) 0.51 1 2 16 ' - 01"TI 64212County Line Rd UP (WB) 0.57 1 8 16 ' - 01"TI 64

148.13 TCS 12778148.70

Exit # 149148.58 J -----149.15812Monte Carlo Rd OP (EB) 0.34 1 2 79 ft ConcTI 64212Monte Carlo Rd OP (WB) 0.48 1 8 79 ft ConcTI 64


MD Var Soil Median

149.93 TCS 11000150.50

Exit # 151151.25 J -----151.82812Welch Rd OP (EB) 0.62 1 2 83 ft ConcTI 64212Welch Rd OP (WB) 0.44 1 8 80 ft ConcTI 64


MD Var Soil Median


MD Var Soil Median

155.03 TCS 10549155.60

Exit # 157157.20 J -----157.77812Devil Dog Rd OP (EB) 0.38 1 2 81 ft ConcTI 66212Devil Dog Rd OP (WB) 0.39 1 8 81 ft ConcTI 66


Printed: 3/21/00 I 04090Page: MP 158.60


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


158.84 JB WCL Williams Elev 6750159.41



MD Var Soil Median


MD Var Soil Median

160.83 TCS 14043161.40



MD Var Soil Median

Exit # 161161.39 J -----161.96812W Williams UP (EB) 0.77 1 2 18 ' - 02"TI 82212W Williams UP (WB) 0.70 1 8 16 ' - 04"TI 82


162.13 TCS 11975162.70

Exit # 163162.97 J -----163.54812Grand Canyon Blvd (EB) 0.69 1 2 114 ft ConcTI 82212Grand Canyon Blvd (WB) 0.70 1 8 114 ft ConcTI 82

1024Airport Rd (EB) 2 4 115 ft Conc163.40 OP 82163.97424Airport Rd (WB) 2 10 115 ft ConcOP 82


MD Var Soil Median

1024Grand Canyon RR (EB) 2 4 249 ft Conc163.80 OP 82164.37424Grand Canyon RR (WB) 2 10 249 ft ConcOP 82

163.93 TCS 13032164.50

1024Kaibab Estate (EB) 2 4 79 ft Conc164.19 OP 82164.76424Kaibab Estate (WB) 2 10 79 ft ConcOP 82


Printed: 3/21/00 I 04091Page: MP 165.13


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MD Var Soil Median

Exit # 165 at S 064 N165.43 J -----166.001024E Williams OP (EB) 0.70 2 4 158 ft ConcTI 82424E Williams OP (WB) 0.71 2 10 158 ft ConcTI 82



165.93 TCS 13132166.50

166.20 EQ MP 166.77 Back Equals 166.61 Ahead166.77IM-40-3(75) 4DH166.61

MBH 1024IM-40-3(75) AC 0.15 2 4EB 95MBH 424I40 3 38 6 AC 0.15 2 10WB 78




Exit # 167167.11 J -----167.52812Garland/Prarie Rd/Circle Pines Rd UP (EB) 0.84 1 2 16 ' - 02"TI 62212Garland/Prarie Rd/Circle Pines Rd UP (WB) 0.84 1 8 17 ' - 03"TI 62


168.01 JB ECL Williams168.42

168.69 TCS 13631169.10


MD Var Soil Median

Exit # 171171.24 J -----171.65812Pittman/Valley Rd UP (EB) 0.67 1 2 16 ' - 03"TI 62212Pittman/Valley Rd UP (WB) 0.75 1 8 15 ' - 09"TI 62


171.99 TCS 19102172.40

1024Sherwood Forest (EB) 2 4 16 ' - 07"172.38 UP 62172.79424Sherwood Forest (WB) 2 10 17 ' - 06"UP 62

1024Spitz Spring (EB) 2 4 16 ' - 02"175.42 UP 62175.83424Spitz Spring (WB) 2 10 16 ' - 06"UP 62

Exit # 178177.77 J -----178.18

Printed: 3/21/00 I 04092Page: MP 178.18


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

812Parks UP (EB) 0.64 1 2 16 ' - 01"177.77 TI 62178.18212Parks UP (WB) 0.64 1 8 16 ' - 05"TI 62

178.49 TCS 18075178.90

812Parks Rest Areas 1.60 1 2181.33 RA181.74

Exit # 185184.70 J -----185.11812Transwestern/Bellmont UP (EB) 0.66 1 2 17 ' - 10"TI 63212Transwestern/Bellmont UP (WB) 0.63 1 8 17 ' - 03"TI 63

185.64 JB Leave Kaibab Enter Coconino NF186.05

187.09 TCS 21850187.50

Exit # 190190.13 J -----190.54812A-1 Mountain Rd UP (EB) 0.59 1 2 16 ' - 07"TI 65212A-1 Mountain Rd UP (WB) 0.64 1 8 16 ' - 07"TI 65


IM-40-3(75) 4190.41 DH190.82MBH 1024I40 3 62 22 AC 0.06 2 4EB 86MBH 424IM-40-3(75) AC 0.06 2 10WB 95

MD Var Soil Median


MD Var Soil Median

IM-40-3(78) 4190.51 DH190.92MBH 1024IM-40-3(78) AC 0.02 2 4EB 96MBH 424I40 3 60 22 AC 0.02 2 10WB 86

MD Var Soil Median


MD Var Soil Median

190.59 TCS 19118191.00

Exit # 191191.26 J -----191.67812W Flagstaff OP (EB) 0.66 1 2 123 ft ConcTI 68212W Flagstaff OP (WB) 0.73 1 8 121 ft ConcTI 68

192.14 TCS 16902192.55

Exit # 192192.15 J -----192.56JB Leave Coconino NF

812Dairy Rd/Flagstaff Ranch Rd OP (EB) 0.68 1 2 160 ft ConcTI 86212Dairy Rd/Flagstaff Ranch Rd OP (WB) 0.59 1 8 160 ft ConcTI 86

192.68 UB WCL WUB Flagstaff193.09

Printed: 3/21/00 I 04093Page: MP 193.09


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

192.99 TCS 19912193.40

124Woody Mountain Rd (EB) 2 1 16 ' - 04"193.06 UP 68193.47124Woody Mountain Rd (WB) 2 1 16 ' - 02"UP 68

1024Old Hwy 89 (EB) 2 10 347 ft Conc194.81 OP 68195.221024Old Hwy 89 (WB) 2 10 347 ft ConcOP 68


MD Var Soil Median

Exit # 195 at I 017 S & SA089 N195.01 J -----195.42812I 017 OP (EB) 1.07 1 2 213 ft ConcTI 68212I 017 OP (WB) 1.04 1 8 213 ft ConcTI 68


MD Var Soil Median

1024Lone Tree Rd (EB) 2 4 107 ft Conc195.82 OP 68196.23424Lone Tree Rd (WB) 2 10 107 ft ConcOP 68

324Rio De Flag (EB) 2 3 200 ft Steel197.02 BR 68197.43324Rio De Flag (WB) 2 3 184 ft SteelBR 68

197.49 TCS 18000197.90

I40 4 123 131 922 68 4197.85 DH198.26MBH 1024I40 4 123 68 AC 0.59 2 4EB 90MBH 424I40 4 131 922 68 AC 0.59 2 10WB 90

MD Var Soil Median

Exit # 198197.92 J -----198.33812Butler Ave OP (EB) 0.78 1 2 135 ft SteelTI 68212Butler Ave OP (WB) 0.77 1 8 135 ft SteelTI 68


MD Var Soil Median


199.29 TCS 16702199.70

Exit #201 at SB040 W to U 089 N200.71 J -----201.12812E Flagstaff-Country Club UP (EB) 0.65 1 2 17 ' - 10"TI 68212E Flagstaff-Country Club UP (WB) 0.58 1 8 16 ' - 02"TI 68

202.59 TCS 15000203.00

IM-40-4(145) 4203.18 DH203.59MBH 1024IM-40-4(145) AC 0.58 2 4EB 94

Printed: 3/21/00 I 04094Page: MP 203.59


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 424I40 4 131 68 AC 0.58 2 10203.18 WB 90203.59MD Var Soil Median


MD Var Soil Median

Exit # 204204.44 J -----204.85812Walnut Canyon UP (EB) 0.64 1 2 16 ' - 00"TI 68212Walnut Canyon UP (WB) 0.70 1 8 16 ' - 05"TI 68


MA-40-4(152) 4204.79 DH205.20AC 1024MA-40-4(152) AC 0.29 2 4EB 97


205.08 UB ECL EUB Flagstaff205.49JB Enter Coconino NF

MA-40-4(152) 4DHAC 1024MA-40-4(152) AC 4.53 2 4EB 97



205.99 TCS 16000206.40

Exit # 207206.83 J -----207.24812Cosnino Rd UP (EB) 0.59 1 2 15 ' - 10"TI 67212Cosnino Rd UP (WB) 0.63 1 8 16 ' - 03"TI 67

812Walnut Canyon Rest Areas (CLOSED) 1.04 1 2207.33 RA207.74

208.79 TCS 17897209.20

MA-40-4(152) 4209.61 DH210.02AC 1024MA-40-4(152) AC 0.51 2 4EB 97AC 424BR-40-4(143) AC 0.51 2 10WB 97

MD Var Soil Median

324Walnut Canyon (EB) 2 3 254 ft Steel209.83 BR 67210.24624Walnut Canyon (WB) 2 12 306 ft ConcBR 97

MA-40-4(152) 4210.12 DH210.53AC 1024MA-40-4(152) AC 0.91 2 4EB 97


Exit # 211210.75 J -----211.16812Winona UP (EB) 0.62 1 2 16 ' - 10"TI 67212Winona UP (WB) 0.74 1 8 16 ' - 00"TI 67016Two Way Frontage Rd Right 6.40 2 0FR024Two Way Frontage Rd Left 1.45 2 0FR

Printed: 3/21/00 I 04095Page: MP 211.16


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MA-40-4(152) 4211.03 DH211.44AC 1024MA-40-4(152) AC 0.56 2 4EB 97


MA-40-4(152) 4211.59 DH212.00AC 1024MA-40-4(152) AC 0.02 2 4EB 97


I40 4 136 34 69 924 4211.61 DH212.02MBH 1024I40 4 136 34 69 PCC 5.82 2 4EB 91MBH 424I40 4 136 34 69 AC 5.82 2 10WB 91

MD Var Soil Median

214.61 TCS 15008215.02

217.43 JB Leave Coconino NF217.84I40 4 136 39 4DH

MBH 1024I40 4 136 39 PCC 1.00 2 4EB 91MBH 424I40 4 136 39 AC 1.00 2 10WB 91

MD Var Soil Median

1024Canyon Padre (EB) 2 8 329 ft Conc218.33 BR 75218.74824Canyon Padre (WB) 2 10 432 ft ConcBR 91


MD Var Soil Median

Exit # 219219.14 J -----219.55812Twin Arrows UP (EB) 0.54 1 2 16 ' - 09"TI 70212Twin Arrows UP (WB) 0.66 1 8 17 ' - 03"TI 70

221.89 TCS 13374222.30

I40 4 125 42FI 81 4223.73 DH224.14MBH 1024I40 4 125 FI 81 AC 0.32 2 4EB 89MBH 424I40 4 125 FI 81 AC 0.32 2 10WB 89

MD Var Soil Median


MD Var Soil Median

Exit # 225224.64 J -----225.05812Buffalo Range OP (EB) 0.42 1 2 107 ft ConcTI 70212Buffalo Range OP (WB) 0.60 1 8 107 ft ConcTI 70

227.29 TCS 14619227.70

1024Canyon Diablo (EB) 2 8 224 ft Steel229.49 BR 75229.90324Canyon Diablo (WB) 2 3 238 ft SteelBR 64

Printed: 3/21/00 I 04096Page: MP 229.90


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MD Var Soil Median

I40 4 122 45 FAP 89 4229.72 DH230.13MBH 1024I40 4 122FAP 89 AC 6.70 2 4EB 89MBH 424I40 4 122 45 AC 6.70 2 10WB 89

MD Var Soil Median

Exit # 230230.02 J -----230.43812Two Guns UP (EB) 0.49 1 2 16 ' - 10"TI 70212Two Guns UP (WB) 0.59 1 8 16 ' - 09"TI 70

231.69 TCS 16200232.10

Exit # 233233.47 J -----233.88812Meteor Crater Rd UP (EB) 0.55 1 2 18 ' - 01"TI 70212Meteor Crater Rd UP (WB) 0.61 1 8 17 ' - 04"TI 70

812Meteor Crater Rest Areas 0.98 1 2234.77 RA235.18

236.29 TCS 20000236.70


MD Var Soil Median


MD Var Soil Median



MD Var Soil Median


MD Var Soil Median

Exit # 239239.26 J -----239.67812Meteor Crater Rd OP (EB) 0.49 1 2 102 ft ConcTI 70212Meteor Crater RdOP (WB) 0.49 1 8 102 ft ConcTI 70

MBH 124Two Way Frontage Rd Right 0.28 2 1FRG 220Two Way Frontage Rd Left 4.39 2 2FR

242.09 TCS 20300242.50

Printed: 3/21/00 I 04097Page: MP 242.50


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MD Var Soil Median

Exit # 245 at S 099 N244.98 J -----245.39812Leupp Rd UP (EB) 0.47 1 2 16 ' - 10"TI 68212Leupp Rd UP (WB) 0.65 1 8 16 ' - 09"TI 68

248.29 TCS 19000248.70

1024Tucker Flat Wash (EB) 2 6 80 ft Conc248.58 BR 50248.99624Tucker Flat Wash (WB) 2 10 81 ft ConcBR 68




MD Var. ft Soil Median

250.07 JB Enter Navajo County250.48

250.21 UB WCL UB Winslow Elev 4880250.62


Exit # 252 at SB040 E251.71 J -----252.12812W Winslow UP (EB) 0.52 1 2 16 ' - 04"TI 73212W Winslow UP (WB) 0.51 1 8 16 ' - 09"TI 73

252.39 TCS 17000252.80

1025Cemetery Wash Bridge (EB) 2 4 53 ft Conc252.66 BR253.07425Cemetery Wash Bridge (WB) 2 10 53 ft ConcBR

Exit # 253253.21 J -----253.62812N Park Dr OP (EB) 0.52 1 2 117 ft ConcTI 73212N Park Dr OP (WB) 0.48 1 8 117 ft ConcTI 73

1024Ruby Wash (EB) 2 8 173 ft Conc254.23 BR 78254.64824Ruby Wash (WB) 2 10 173 ft ConcBR 78

254.29 TCS 16500254.70

1024Maple St (EB) 2 8 113 ft Conc254.69 OP 78255.10824Maple St (WB) 2 10 113 ft ConcOP 78

Exit # 255 at SB040 W & S 087 S255.34 J -----255.75812E Winslow OP (EB) 0.69 1 2 121 ft ConcTI 78212E Winslow OP (WB) 0.58 1 8 121 ft ConcTI 78024Two Way Frontage Rd Left 0.56 2 0FR

256.05 UB ECL UB Winslow256.46

Printed: 3/21/00 I 04098Page: MP 256.46


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

256.29 TCS 17344256.70

1024Little Colorado River (EB) 2 4 1004 ft Conc256.52 BR 72256.93424Little Colorado River (WB) 2 10 1004 ft ConcBR 72

Exit # 257 at S 087 N257.41 J -----257.82812Polacca UP (EB) 0.74 1 8 16 ' - 03"TI 72812Polacca UP (WB) 0.80 1 8 16 ' - 07"TI 72


BST 124Two Way Frontage Rd Left 0.17 2 1258.17 FR258.58



MBL 124Two Way Frontage Rd Left 1.05 2 1258.34 FR258.75

IM-40-4(139) 4258.56 DH258.97MBH 1024I40 4 120 90 2 AC 0.11 2 4EB 89MBH 424IM-40-4(139) AC 0.11 2 10WB 93


IM-40-4(149) 4258.67 DH259.08AC 1025IM-40-4(149) AC 0.40 2 4EB 99

MBH 424IM-40-4(139) AC 0.40 2 10WB 93MD 109.97 ft Soil Median

IM-40-4(149)3 4259.07 DH259.48AC 1025IM-40-4(149)3 AC 8.51 2 4EB 99AC 425IM-40-4(149)3 AC 8.51 2 10WB 99

MD 109.97 ft Soil Median

324Cottonwood Wash (EB) 2 3 402 ft Conc259.12 BR 58259.53324Cottonwood Wash (WB) 2 3 402 ft ConcBR 58

259.54 TCS 16043259.95






Exit # 264264.36 J -----264.77812Hibbard Rd OP (EB) 0.80 1 2 89 ft ConcTI 62212Hibbard Rd OP (WB) 0.74 1 8 89 ft ConcTI 62



I40 4 120 112 103 15 4267.58 DH267.99Printed: 3/21/00 I 04099Page: MP 267.99


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1024I40 4 120 103 15 AC 0.01 2 4267.58 EB 89267.99MBH 424I40 4 112 5 AC 0.01 2 10WB 84


267.59 TCS 15000268.00IM-40-4(141) 4DH

MBH 1024IM-40-4(141) AC 9.42 2 4EB 93MBH 424IM-40-4(141) AC 9.42 2 10WB 93


Exit # 269269.56 J -----269.97812Jackrabbit Rd (EB) 0.53 1 2 89 ft ConcTI 65212Jackrabbit Rd (WB) 0.57 1 8 89 ft ConcTI 65


1024Manila Wash (EB) 2 4 112 ft Conc271.07 BR 65271.48424Manila Wash (WB) 2 10 112 ft ConcBR 65

271.19 TCS 16800271.60



Exit # 274 at SB040 E274.33 J -----274.74812W Joseph City UP (EB) 0.79 1 2 16 ' - 04"TI 80212W Joseph City UP (WB) 0.68 1 8 16 ' - 07"TI 80

274.59 TCS 18000275.00

1424Joseph City Wash (EB) 2 4 130 ft Conc274.93 BR 80275.34424Joseph City Wash (WB) 2 14 130 ft ConcBR 80


1024Westover Ave (EB) 2 4 17 ' - 01"275.47 UP 80275.88424Westover Ave (WB) 2 10 16 ' - 09"UP 80

Exit # 277 at SB040 W276.67 J -----277.08812E Joseph City UP (EB) 0.59 1 2 18 ' - 04"TI 80212E Joseph City UP (WB) 0.58 1 8 16 ' - 10"TI 80

276.89 TCS 19000277.30


MD Var Soil Median


MD Var Soil Median

Exit # 280280.21 J -----280.62812Hunt Rd UP (EB) 0.61 1 2 18 ' - 04"TI 66212Hunt Rd UP (WB) 0.41 1 8 15 ' - 11"TI 66

Printed: 3/21/00 I 040100Page: MP 280.62


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


282.79 TCS 22547283.20



MD Var Soil Median



Exit # 283283.23 J -----283.64812Perkins Valley UP (EB) 0.49 1 2 16 ' - 03"TI 77212Perkins Valley UP (WB) 0.64 1 8 15 ' - 10"TI 77

1224Leroux Wash (EB) 2 6 439 ft Conc283.90 BR 77284.31624Leroux Wash (WB) 2 12 439 ft ConcBR 77

284.29 TCS 21500284.70

Exit # 285 at SB040 E284.76 J -----285.17812W Holbrook OP (EB) 0.70 1 2 140 ft ConcTI 77212W Holbrook OP (WB) 0.70 1 8 140 ft ConcTI 77124Two Way Frontage Rd Left 0.28 2 1FR

285.59 TCS 18953286.00

285.60 JB WCL Holbrook286.01

10248th Ave (EB) 2 4 118 ft Conc285.78 OP 68286.194248th Ave (WB) 2 10 100 ft ConcOP 68

Exit # 286 at SB040286.46 J -----286.87812Holbrook OP (EB) 0.85 1 2 182 ft ConcTI 68212Holbrook OP (WB) 0.56 1 8 183 ft ConcTI 68


1024Hermosa Dr Ped OP (EB) 2 4 342 ft Conc287.59 OP 94288.00424Hermosa Dr Ped OP (WB) 2 10 342 ft ConcOP 94

1024Hermosa Dr (EB) 2 4 17 ' - 04"287.87 UP 68288.28424Hermosa Dr (WB) 2 10 17 ' - 11"UP 68

287.89 TCS 18933288.30

Exit # 289 at SB040 W289.08 J -----289.49812E Holbrook OP (EB) 0.65 1 2 268 ft ConcTI 68212E Holbrook OP (WB) 0.48 1 8 268 ft ConcTI 68

289.10 JB ECL Holbrook289.51

289.59 TCS 19900290.00

Printed: 3/21/00 I 040101Page: MP 290.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MD Var Soil Median

Exit # 292 at S 077 N292.41 J -----292.82812Keams Canyon OP (EB) 0.61 1 2 108 ft ConcTI 66212Keams Canyon OP (WB) 0.59 1 8 108 ft ConcTI 66

293.19 TCS 20565293.60

Exit # 294294.12 J -----294.53812Sun Valley Rd UP (EB) 0.51 1 2 16 ' - 04"TI 66212Sun Valley Rd UP (WB) 0.51 1 8 16 ' - 06"TI 66


MD Var Soil Median



298.59 TCS 16800299.00


MD Var Soil Median

Exit #300 Goodwater300.12 J -----300.53514Goodwater OP (EB) 0.88 1 4 0 ftTI 89414Goodwater OP (WB) 0.49 1 5 0 ftTI 89

300.19 TCS 17300300.60


MD Var Soil Median

324Little Litho (EB) 2 3 322 ft Conc300.34 BR 59300.75324Little Litho (WB) 2 3 322 ft ConcBR 59



324Big Litho (EB) 2 3 482 ft Conc302.71 BR 59303.12324Big Litho (WB) 2 3 482 ft ConcBR 59

IM-40-5(98) 4DHAC 1025IM-40-5(98) AC 4.07 2 4EB 97

Printed: 3/21/00 I 040102Page: MP 303.12


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 425IM-40-5(98) AC 4.07 2 10302.71 WB 97303.12MD 84 ft Soil Median


Exit # 303303.19 J -----303.60812Adamana Rd OP (EB) 0.54 1 2 29 ft ConcTI 59212Adamana Rd OP (WB) 0.54 1 8 29 ft ConcTI 59024Two Way Frontage Rd Right 4.94 2 0FR



IR-40-5(92) 4306.78 DH307.19MBH 1024IR-40-5(92) AC 0.01 2 4EB 92MBH 424I40 5 67 10 AC 0.01 2 10WB 87


306.79 JB Enter Apache County307.20IR-40-5(92) 4DH

MBH 1024IR-40-5(92) AC 0.02 2 4EB 92MBH 424I40 5 38 I8 51 AC 0.02 2 10WB 74




307.09 TCS 18700307.50



308.81 JB Enter Petrified Forest NP309.22

324Petrified Forest (EB) 2 3 16 ' - 10"309.69 UP 60310.10324Petrified Forest (WB) 2 3 16 ' - 02"UP 6

Exit # 311 Petrified Forest Rd311.15 J -----311.56812Painted Desert (EB) 0.72 1 2 16 ' - 04"TI 60212Painted Desert (WB) 0.72 1 8 16 ' - 04"TI 60

311.17 JB Leave Petrified Forest NP311.58

312.31 JB Reenter Petrified Forest NP312.72



312.85 JB Leave Petrified Forest NP313.26

Printed: 3/21/00 I 040103Page: MP 313.26


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

812Dead River Rest Areas (CLOSED) 0.42 1 2313.30 RA313.71

IM-40-5(95) 4315.67 DH316.08MBH 1024IR-40-5(92) AC 0.15 2 4EB 92MBH 424IM-40-5(95) AC 0.15 2 10WB 93


1024Dead River (EB) 2 4 141 ft Conc315.76 BR 60316.17624Dead River (WB) 2 12 143 ft ConcBR 93



IR-40-5(92) 4318.48 DH318.89MBH 1024IR-40-5(92) AC 1.64 2 4EB 92MBH 424I40 5 85 IN83 26 AC 1.64 2 10WB 91


319.09 TCS 17800319.50

Exit # 320319.59 J -----320.00812Pinta Rd UP (EB) 0.44 1 2 16 ' - 06"TI 62212Pinta Rd UP (WB) 0.43 1 8 16 ' - 03"TI 62


320.09 TCS 19443320.50

I40 5 85 44 14IN 83 26 4320.12 DH320.53MBH 1024I40 5 85 44 14 AC 2.62 2 4EB 91MBH 424I40 5 85 IN83 26 AC 2.62 2 10WB 91


1024Crazy Creek (EB) 2 4 142 ft Conc322.67 BR 62323.08424Crazy Creek (WB) 2 10 142 ft ConcBR 56





Exit # 325325.51 J -----325.92812Navajo UP (EB) 0.60 1 2 16 ' - 02"TI 62212Navajo UP (WB) 0.60 1 8 16 ' - 02"TI 62


329.09 TCS 17200329.50

Printed: 3/21/00 I 040104Page: MP 329.50


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


Exit # 330329.59 J -----330.00812Mc Carrell UP (EB) 0.32 1 2 15 ' - 10"TI 62212Mc Carrell UP (WB) 0.33 1 8 15 ' - 10"TI 62


330.09 TCS 16100330.50


MD Var Soil Median




Exit # 333 at U 191 N333.00 J -----333.41812Chambers UP (EB) 0.80 1 2 16 ' - 06"TI 64212Chambers UP (WB) 0.68 1 8 16 ' - 00"TI 64




338.39 TCS 15662338.80

Exit # 339 at U 191 S339.11 J -----339.52812Sanders UP (EB) 0.45 1 2 16 ' - 05"TI 64212Sanders UP (WB) 0.47 1 8 16 ' - 00"TI 64

339.59 TCS 16318340.00


812Weigh Station 0.51 1 2339.93 WS340.34

340.35 JB Enter Navajo IR340.76


Exit # 341341.40 J -----341.81812Cedar Point UP (EB) 0.22 1 2 16 ' - 01"TI 64212Cedar Point UP (WB) 0.63 1 8 16 ' - 03"TI 64

341.59 TCS 18100342.00




Printed: 3/21/00 I 040105Page: MP 342.20


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

341.79 MD 76 ft Soil Median342.20


Exit # 343343.42 J -----343.83812Querino Rd UP (EB) 0.57 1 2 15 ' - 11"TI 66212Querino Rd OP (WB) 0.46 1 8 90 ft ConcTI 66

224Querino Wash Bridge (WB) 2 2 275 ft Conc344.03 BR344.44

324Box Canyon (EB) 2 3 497 ft Steel344.84 BR 49345.25

345.39 TCS 19226345.80


Exit # 346346.14 J -----346.55812Big Arrow OP (EB) 0.47 1 2 91 ft ConcTI 66212Big Arrow OP (WB) 0.51 1 8 91 ft ConcTI 66


347.29 TCS 16200347.70

G 220Two Way Frontage Rd Right 1.48 2 2347.32 FR347.73G 220Two Way Frontage Rd Left 6.00 2 2FR

1024Black Creek (EB) 2 4 167 ft Steel347.49 BR 66347.90424Black Creek (WB) 2 10 164 ft ConcBR 74

Exit # 348347.75 J -----348.16812Houck UP (EB) 0.46 1 2 16 ' - 03"TI 66212Houck UP (WB) 0.37 1 8 16 ' - 03"TI 66

348.29 TCS 16800348.70

Exit # 351350.94 J -----351.35812Allentown Rd UP (EB) 0.52 1 2 16 ' - 05"TI 66212Allentown Rd UP (WB) 0.47 1 8 16 ' - 05"TI 66020Two Way Frontage Rd Right 2.37 2 0FR

351.89 TCS 17000352.30


Exit # 354354.20 J -----354.61812Hawthorne Rd OP (EB) 0.45 1 2 89 ft ConcTI 62212Hawthorne Rd OP (WB) 0.47 1 8 89 ft ConcTI 62


356.69 TCS 17200357.10

Exit # 357357.12 J -----357.53812Window Rock OP (EB) 0.52 1 2 34 ft ConcTI 62212Window Rock OP (WB) 0.59 1 8 34 ft ConcTI 62


357.49 TCS 17300357.90

812Painted Cliffs Rest Area (WB) 1.10 1 4358.18 RA358.59

Printed: 3/21/00 I 040106Page: MP 358.59


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit # 359358.77 J -----359.18812Lupton/Grants Rd OP (EB) 0.30 1 2 34 ft ConcTI 62212Lupton/Grants Rd OP (WB) 0.45 1 8 34 ft ConcTI 62

MBH 624Two Way Frontage Rd Right 0.43 2 6FR024Two Way Frontage Rd Left 0.43 2 0FR

359.09 TCS 14984359.50

IR-40-5(93) 4359.18 DH359.59MBH 1024I40 5 45 29 AC 0.04 2 4EB 75MBH 424IR-40-5(93) AC 0.04 2 10WB 92


End I 040 at AZ/NM Line359.22 J -----359.63


Beg SB040(0) at I 040 Exit #48 W Kingman TI0.00 J -----52.61UB Inside KingmanJB Inside Mohave County

I 40 1 30 4DHMBH 724I 40 1 30 AC 0.12 2 7EB 79MBH 724I 40 1 30 AC 0.12 2 7WB 79


448I 040 UP 0.00 4 4 17 ' - 03"0.01 TI 7952.62

MBH 248F 039 1 1 AC 0.11 4 20.12 UH 5952.73MD 12 ft Painted MedianX Curb to Left and Right

0.19 TCS 980052.80

MBH 836F 039 1 505 AC 0.09 3 80.23 UH 7052.84X Curb to Left and Right

I 040 Frontage Rd South0.32 J -----52.93MBH 248F039116 042904 AC 2.63 4 2UH 85


1.09 TCS 1298653.70

Stockton Hill Rd1.98 J -----54.59

2.95 EQ MP 55.56 Back Equals 55.58 Ahead55.56MBH 248S581 501 NF8 2F AC 0.76 4 2UH 7855.58


3.37 TCS 1380056.00

S581 501 I40 137 43.71 DH56.34MBH 824S581 501 I40 137 AC 0.33 2 2EB 78



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 224S581 501 I40 137 AC 0.33 2 83.71 WB 7856.34MD 12 ft Conc Curbed MedianX Curb to Left and Right

1048I 040 UP EB 0.00 4 10 17 ' - 04"4.03 TI 7056.66

End SB040(0) at I 040 Exit #53 East Kingman TI4.04 J -----56.67


Beg SB040(1) at I 040 Exit #121 West Seligman TI0.00 J -----138.86JB Inside Yavapai County

MBH 824I 40 2 67 AC 0.20 2 8UH 78

MBH 824S 581 1 AC 0.89 2 80.20 UH 78139.06

0.64 TCS 1395139.50

1024Burlington Northern Santa Fe RR 2 10 329 ft Conc0.68 OP 78139.54

Beg Historic S 066 Ovlp1.09 J -----139.95MBH 248S581 2 F42 2 505 AC 0.75 4 2UH 87

MD Var Painted Median

1.14 TCS 2633140.00

1.54 JB Seligman Elev 5250140.40

Main St1.69 J -----140.55

MBH 824S581 2 80 B AC 0.18 2 81.84 UH 87140.70

MBH 824S581 2 F008 2 2 AC 1.94 2 82.02 UH 87140.88

3.14 TCS 1557142.00

824E Seligman 2 8 15 ' - 03"3.32 UP 68142.18

824Burlington Northern Santa Fe RR 2 8 15 ' - 03"3.35 UP 68142.21

MBH 824I 40 2 50 AC 0.18 2 83.96 UH 68142.82

End SB040(1) & S 066 Ovlp at I 040 Exit #123 E Seligman TI4.14 J -----143.00


Beg SB040(2) at I 040 Exit #145 West Ash Fork TI0.00 J -----144.87JB Inside Yavapai County

MBH 824S583 901I40 2 38 AC 0.27 2 8UH 89

824I 040 UP WB 0.00 2 8 16 ' - 08"0.01 TI 79144.88

0.13 TCS 965145.00

MBH 624S583 901F42 501 AC 0.14 2 60.27 UH 89145.14X Curb to Left and Right

Beg Divided Hwy East0.41 J -----145.28S583 901 F 042 2 501 4DH

MBH 1024S583 901F42 501 AC 0.91 2 10EB 89



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 624S583 901F42 501 AC 0.91 2 60.41 WB 89145.28MD Curbed Business MedianX Curb to Left and Right

MBH 1224S583 901I40 3 38 AC 0.18 2 121.32 UH 89146.19

1.33 TCS 3610146.20

1224I 040 UP WB 0.00 2 12 16 ' - 03"1.49 TI 79146.36

End SB040(2) at I 040 Exit #146 E Ash Fork TI1.50 J -----146.37


I 040 Exit #191 W Flagstaff0.00 J -----191.44X Continue on Historic S 066 to Old (Pre - 1997) UB Flagstaff

1.51 UB Flagstaff192.95

Beg SB040(4) at Old (Pre - 1997)UB Flagstaff1.77 J193.21JB Inside Coconino County

MBH 724M951 6 907FAP244 AC 1.76 2 7UH 89

1.79 JB WCL Flagstaff193.23

1.96 TCS 8300193.40

2.10 JB Leave Flagstaff193.54

2.23 JB Reenter Flagstaff193.67

MBH 148M951 6 907 AC 0.14 4 13.53 UH 89194.97MD 12 ft Painted Median

MBH 248M951 6 907 AC 0.30 4 23.67 UH 89195.11MD 12 ft Painted MedianX Curb to Left and Right

AC 248STP-067-1(6)P AC 0.53 4 23.97 UH 95195.41MD 12 ft Painted Median

UA089 S to I 017 S4.09 J -----195.53

4.36 TCS 29000195.80


FFG 108 4 3 44.50 DH195.94PCC 224FFG 108 4 3 PCC 0.04 2 2EB 58PCC 224FFG 108 4 3 PCC 0.04 2 2WB 58


224Burlington Northern Santa Fe RR (EB) 2 2 14 ' - 00"4.52 UP 58195.96224Burlington Northern Santa Fe RR (WB) 2 2 14 ' - 00"UP 58

VLT 951 6 502 44.54 DH195.98MBH 224VLT 951 6 502 AC 0.19 2 2EB 90MBH 224VLT 951 6 502 AC 0.19 2 2WB 90




1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


U 180 North to Grand Canyon4.73 J -----196.17MBH 248VLT 951 6 502 AC 1.02 4 2UH 90


Beaver St4.80 J196.24

5.16 TCS 36000196.60

Switzer Canyon Dr5.66 J -----197.10

MBH 248V951 6 501F10842 AC 2.53 4 25.75 UH 88197.19MD 12 ft Painted MedianX Curb to Left and Right

7.06 TCS 31000198.50

MBH 824FI 81 4 SCHED 1 PCC 0.26 2 88.28 UH 47199.72

F 037 1 3 48.54 DH199.98MBH 824F 037 1 3 AC 0.47 2 4NB 68MBH 424F 037 1 3 AC 0.47 2 8SB 68

MD Var Soil Median


U 089 North to Page9.01 J -----200.45624Crossroad B UP 0.75 2 6 15 ' - 09"TI

MBH 824F 037 1 3 AC 0.21 2 8UH 68

9.16 TCS 6000200.60

MBH 248I 40 4 19 AC 0.29 4 29.22 UH 68200.66MD 12 ft Painted Median

End SB040(4) at I 040 Exit #201 E Flagstaff TI9.51 J -----200.95


Beg SB040(6) at I 040 Exit #252 W Winslow TI0.00 J -----251.90UB Inside WinslowJB Inside Navajo County

MBH 448I 40 4 62 61 AC 0.10 4 4UH 79

SS0400.10 J252.00F 042 4 501 4DH

MBH 624F 042 4 501 AC 0.69 2 6EB 68MBH 624F 042 4 501 AC 0.69 2 6WB 68


F 008 4 10 40.79 DH252.69MBH 524F 008 4 10 AC 0.74 2 5EB 66MBH 824F 008 4 10 AC 0.74 2 8WB 66

MD Curbed Business Median



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


0.80 TCS 7578252.70

F 008 4 7 41.53 DH253.43PCC 824F 008 4 7 PCC 0.43 2 8EB 63PCC 824F 008 4 7 PCC 0.43 2 8WB 63


S 087 S to Payson1.95 J -----253.85

F 008 4 7 61.96 DH253.86PCC 448F 008 4 7 PCC 0.24 4 8EB 63PCC 824F 008 4 7 PCC 0.24 2 8WB 63




2.50 TCS 7975254.40F 042 4 502 4DH

MBH 1024F 042 4 502 AC 0.54 2 10EB 70MBH 1024F 042 4 502 AC 0.54 2 10WB 70



MD Var Soil Median

S 087 N3.29 J -----255.19I 40 4 62 4DH

024I 40 4 62 AC 0.32 2 0EB 79024I 40 4 62 AC 0.32 2 0WB 79


3.40 TCS 1258255.30

024WB I 040 UP 0.00 2 0 16 ' - 04"3.60 TI 78255.50

End SB040(6) at I 040 Exit #255 E Winslow TI3.61 J -----255.51


Beg SB040(7) at I 040 Exit #274 W Joseph City TI0.00 J -----274.60JB Inside Navajo County

MBH 524I40 4 49 AC 0.15 2 5UH 80

MBH 524I40 4 49F8 4 1 AC 0.52 2 50.15 UH 80274.75



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

0.40 TCS 570275.00

AC 824BRS-589(1)P AC 0.24 2 80.67 UH 96275.27

St. Joseph Bridge0.81 BR275.41

AC 824BRS-589(1)P AC 0.05 2 80.91 UH 96275.51X Curb to Left and Right

MBH 848F 042 4 901 AC 0.44 4 80.96 UH 68275.56

1.32 X Joseph City Unincorp Elev 5010275.92

MBH 524F042 4 901 AC 0.19 2 51.40 UH 68276.00

MBH 524I40 4 49F8 4 1 AC 1.03 2 51.59 UH 80276.19

MBH 524I40 4 49 AC 0.08 2 52.62 UH 80277.22

End SB040(7) at I 040 Exit #277 E Joseph City TI2.70 J -----277.30


Beg SB040(8) at I 040 Exit #285 W Holbrook TI0.00 J -----285.04JB Inside Navajo County

MBH 824I 40 4 70 AC 0.23 2 8UH 79

824EB I 040 UP 0.00 2 8 16 ' - 07"0.01 TI 77285.05

0.23 JB WCL Holbrook Elev 5069285.27MBH 824I 40 4 70 AC 0.18 2 8UH 79

MBH 248F 027 1 506 AC 1.81 4 20.41 UH 80285.45MD 12 ft Painted Median

0.96 TCS 5141286.00

S 077 and U 180 S1.62 J -----286.66

1.96 TCS 8600287.00


148EB I 040 UP 0.00 4 1 16 ' - 11"2.37 TI 69287.41


Holbrook TI2.41 J -----287.45148WB I 040 UP 0.00 4 1 16 ' - 11"TI 69


MBH 148F027 1 505 FI83 AC 0.54 4 12.56 UH 79287.60MD 12 ft Painted Median

MBH 224F027 1 505F42 4 AC 0.46 2 23.10 UH 79288.14MD 12 ft Painted Median

3.26 TCS 8400288.30



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 424F-027-1-527 AC 1.00 2 43.56 UH 96288.60MD 10 ft Painted Median

MBH 1524I 40 4 70 AC 0.33 2 154.56 UH 79289.60

1524WB I 040 UP 0.00 2 15 14 ' - 07"4.88 TI 68289.92

End SB040(8) at I 040 Exit #286 E Holbrook TI4.89 J -----289.93


Beg SS040 at SB040 in Winslow0.00 J -----0.00JB Inside Navajo County

F 042 4 501 4DHMBH 624F 042 4 501 AC 0.35 2 6EB 68MBH 624F 042 4 501 AC 0.35 2 6WB 68


MBH 824I 40 4 62 AC 0.42 2 80.35 UH 790.35

0.73 UB Winslow0.73

MBH 824S 549 1 AC 0.60 2 80.77 UH 750.77

1.00 TCS 18481.00


MBH 524County AC 0.07 2 51.37 UH 771.37

End SS040 at Navajo/Coconino County Line1.44 J -----1.44

Opposite Direction Route Length: 0.35 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 1.44 mi.S 051

Beg S 051 at I 0100.00 J -----0.00UB Inside PhoenixJB Inside Maricopa County

City 4DHPCC 524CITY PCC 0.40 2 5NB 88PCC 524CITY PCC 0.40 2 5SB 88


0.10 TCS 1347870.10

S 202 E0.22 J -----0.22

0.35 TCS 1420720.35

RAM-600-2-520 80.40 DH0.40PCC 844RAM-600-2-520 PCC 0.97 4 6NB 96PCC 644RAM-600-2-520 PCC 0.97 4 8SB 96


Exit # 10.52 J -----0.521224McDowell Rd OP (NB) 2 4 226 ft ConcTI 88424McDowell Rd OP (SB) 2 12 226 ft ConcTI 88

Printed: 3/21/00 S 051113Page: MP 0.52

S 051STATE HIGHWAY SYSTEM LOG - S 051 MP 1.00(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1.00 TCS 1481441.00


City 61.37 DH1.37PCC 836CITY PCC 1.71 3 4NB 88PCC 436CITY PCC 1.71 3 8SB 88

MD Var Soil Median

Exit # 21.57 J -----1.571224Thomas Rd OP (NB) 2 4 350 ft ConcTI 89424Thomas Rd OP (SB) 2 12 350 ft ConcTI 89

836Osborn Rd (NB) 3 4 225 ft Conc2.05 OP 872.05436Osborn Rd (SB) 3 8 225 ft ConcOP 87

2.22 TCS 1530882.22

Exit # 32.57 J -----2.571224Indian School OP (NB) 2 4 260 ft ConcTI 87424Indian School OP (SB) 2 12 260 ft ConcTI 87

3.00 TCS 1590733.00


City 63.08 DH3.08PCC 836CITY PCC 2.50 3 4NB 88PCC 436CITY PCC 2.50 3 8SB 88

MD Var Soil Median

Exit # 4A3.32 J -----3.321224Highland Ave UP (NB) 2 4 17 ' - 11"TI 87424Highland Ave UP (SB) 2 12 17 ' - 09"TI 87

836Camelback Rd (NB) 3 4 17 ' - 00"3.58 UP 883.58436Camelback Rd (SB) 3 8 16 ' - 11"UP 88

3.60 TCS 1469303.60

Exit # 4B3.84 J -----3.84812Colter Street UP (NB) 1 2 17 ' - 08"TI 88212Colter Street UP (SB) 1 8 16 ' - 06"TI 88

836Missouri Ave (NB) 3 4 16 ' - 09"4.09 UP 884.09436Missouri Ave (SB) 3 8 16 ' - 09"UP 88

4.20 TCS 1457154.20

Exit # 54.57 J -----4.57Bethany Home UP (NB) 16 ' - 10"TI 88Bethany Home UP (SB) 16 ' - 09"TI 88

5.05 TCS 1347875.05

Exit # 65.57 J -----5.57

Printed: 3/21/00 S 051114Page: MP 5.57


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

836Glendale Ave UP (NB) 3 4 17 ' - 10"5.57 TI 905.57436Glendale Ave UP (SB) 3 8 17 ' - 10"TI 90

RAM 600 2 502 85.58 DH5.58PCC 1048RAM 600 2 502 PCC 0.98 4 8NB 90PCC 848RAM 600 2 502 PCC 0.98 4 10SB 90

MD Var Soil Median

6.30 TCS 1190016.30

Unknown 76.56 DH6.56PCC 1036Unknown PCC 0.93 3 8NB 96PCC 848Unknown PCC 0.93 4 10SB 96

MD Var Soil Median

Exit # 76.99 J -----6.991024Northern Ave OP (NB) 0.46 2 4 222 ft ConcTI 90848Northern Ave OP (SB) 0.43 4 10 222 ft ConcTI 90

7.00 TCS 1056447.00


MD Var Soil Median


MD Var Soil Median


MD Var Soil Median

Exit #89.06 J -----9.0632nd Street UP (NB) 0 ftTI 9632nd Street UP (SB) 0 ftTI 96

9.34 TCS 1056449.34

9.37 X End Mainline Paving - All Traffic on Ramps9.37

Temp End S 051 at Exit #99.56 J -----9.56X MI 9.56 - 15.00 Survey Only

438Shea Blvd UP (NB) 3 4 192 ft ConcTI 96436Shea Blvd UP (SB) 3 8 192 ft ConcTI 96

End S 051 at S 10115.00 J15.00

Opposite Direction Route Length: 9.37 mi. Lengths of Frontage Roads and Others: 0.89 mi.Main Direction Route Length: 9.37 mi.U 060

Beg U 060 at I 010 Exit # 310.00 J -----31.26JB Inside La Paz County

Printed: 3/21/00 U 060115Page: MP 31.26

U 060STATE HIGHWAY SYSTEM LOG - U 060 MP 31.26(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 524I 10 1 35 AC 0.35 2 50.00 UH 7231.26

0.14 TCS 140431.40

MBH 824F 022 1 4 AC 2.90 2 80.35 UH 6531.61


MBH 824F 022 1 4 AC 5.29 2 84.08 UH 6535.34

MBH 824F022 1 5 NF0226 AC 8.93 2 89.37 UH 6640.63

S 072 W at Hope18.30 J -----49.56MBH 524F 022 1 506 AC 0.17 2 5UH 68

MBH 524F022 1 510 506 AC 12.56 2 518.47 UH 7549.73

23.94 TCS 246655.20

Navajo Street in Salome25.14 J -----56.40

25.54 TCS 241756.80

Alamo Lake Rd N in Wenden30.25 J -----61.51

324Centennial Wash 2 3 504 ft Conc30.74 BR 5862.00

MBH 524F022 1 510 1 AC 0.08 2 531.03 UH 7562.29

MBH 824NON F022 1 61C AC 12.08 2 831.11 UH 6262.37

824Unknown Wash Bridge 2 8 115 ft Conc33.62 BR64.88

824Unknown Wash Bridge 2 8 81 ft Conc40.27 BR71.53

43.19 JB Maricopa County74.45EQ MP 74.45 Back Equals 74.42 Ahead

MBH 824NON F 022 1 61B AC 5.08 2 8UH 6174.42

MBH 824NON F 022 1 61A AC 4.55 2 848.27 UH 6279.50

51.37 TCS 139182.60

MBH 848NON F 022 1 61A AC 0.70 4 852.82 UH 6284.05X Curb to Left and Right

Eagle Eye Ave in Aguila52.92 J84.15

MBH 824NON F 022 1 61A AC 0.81 2 853.52 UH 6284.75

MBH 524F 98 21 MBL 12.70 2 554.33 UH 5585.56

S 071 N54.58 J -----85.81

55.77 TCS 120087.00

MBH 524F 98 18 NON 98 MBL 1.62 2 567.03 UH 5298.26

040F 98 18 NON 98 MBL 0.66 4 068.65 UH 5299.88

MBH 524F 98 18 NON 98 MBL 0.89 2 569.31 UH 52100.54

040F 98 18 NON 98 MBL 0.46 4 070.20 UH 52101.43

Printed: 3/21/00 U 060116Page: MP 101.43


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 524F 98 18 NON 98 MBL 1.60 2 570.66 UH 52101.89

040F 98 18 NON 98 MBL 0.37 4 072.26 UH 52103.49

MBH 524F 98 18 NON 98 MBL 1.78 2 572.63 UH 52103.86

Airport Rd N74.41 J -----105.64JB WCL Wickenburg Elev 2070

MBH 524F 98 18 NON 98 MBL 1.05 2 5UH 52

MBH 524FAP 98 A NON 98 MBL 0.68 2 575.46 UH 53106.69

75.77 TCS 2422107.00

524Unknown Bridge 2 5 75 ft Conc75.82 BR107.05

AC 248MA-WBG-0(1)P AC 0.47 4 276.14 UH 96107.37MD 12 ft Painted Median

Vulture Mine Rd76.48 J -----[B24]107.71

AC 1048MA-WBG-0(1)P AC 0.88 4 276.61 UH 96107.84

76.77 TCS 10489108.00

Country Club Dr77.16 J -----108.39


MBH 248F022 1 512 504 AC 0.27 4 277.73 UH 90108.96MD 12 ft Painted MedianX Curb to Left and Right

MBH 248F022 1 512NON 98 AC 0.26 4 278.00 UH 90109.23MD 12 ft Painted MedianX Curb to Left and Right

78.07 TCS 15973109.30

MBH 248F 022 1 512 916 AC 0.15 4 278.26 UH 90109.49MD 12 ft Painted MedianX Curb to Left and Right

MBH 248F022 1 512NON 98 AC 0.36 4 278.41 UH 90109.64MD 12 ft Painted Median

78.77 EQ MP 110.00 Back Equals 110.10 Ahead110.00MBH 248F 022 1 512 3 AC 0.23 4 2UH 90110.10


148Burlington Northern Santa Fe RR 4 2 14 ' - 02"78.91 UP 58110.24048Frontier St 4 0 13 ' - 10"UP 37

U 093 North79.00 J -----110.33AC 648F-022-2(38) AC 0.19 4 6UH 94

X Curb to Left and Right

79.17 TCS 17524110.50

Printed: 3/21/00 U 060117Page: MP 110.50


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 648F-022-2(38) AC 0.14 4 079.19 UH 94110.52

324Hassayampa River (EB) 2 3 483 ft Conc79.20 BR 62110.53024Hassayampa River (WB) 2 0 480 ft SteelBR 36


AC 148F-022-2(38) AC 0.70 4 179.33 UH 94110.66

Mockingbird Rd79.43 J -----110.76

79.57 TCS 15045110.90

Local Road80.02 J [L2]111.35

AC 848F-022-2(38) AC 1.48 4 880.03 UH 94111.36

80.40 JB ECL Wickenburg111.73

F-022-2(38) 481.51 DH112.84AC 1024F-022-2(38) AC 1.58 2 4EB 94AC 424F-022-2(38) AC 1.58 2 10WB 94

MD Var Soil Median

Mockingbird Lane81.57 J -----112.90



Local Road83.63 J [L24]114.96


MD Var Soil Median

1024Monarch Wash (EB) 2 4 143 ft Conc84.15 BR 63115.48424Monarch Wash (WB) 2 6 134 ft ConcBR 38



84.37 TCS 11902115.70

Local Road84.86 J [L24]116.19

Local Road85.83 J [L24]117.16



STP-022-2(49)P 486.55 DH117.88AC 1024STP-022-2(49)P AC 0.71 2 4EB 97

Printed: 3/21/00 U 060118Page: MP 117.88


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 424STP-022-2(49)P AC 0.71 2 1086.55 WB 97117.88MD 12 ft Conc Curbed Median

Garden City Rd86.78 J [L2]118.11




MD Var Soil Median

Garden City - Sahuaro Blossom Rd87.61 J [B234]118.94



Harolds Hill Rd87.81 J [B24]119.14

Rancho Loma Vista88.31 J [B24]119.64

Local Road88.66 J [B24]119.99

S 074 East to I 01788.78 J -----[B234]120.11

Local Road88.88 J [B24]120.21


MD Var Soil Median

Turnout89.36 J [B24]120.69

Local Road89.46 J [L24]120.79STP-022-2(49)P 4DH

AC 1024STP-022-2(49)P AC 0.04 2 4EB 97AC 424STP-022-2(49)P AC 0.04 2 10WB 97



MD 12 ft Conc Curbed MedianX Curb to Left



Printed: 3/21/00 U 060119Page: MP 120.89


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Rockaway Hills Dr89.58 J [B24]120.91

Castle Hot Springs Rd in Morristown89.77 J [B24]121.10


MD 12 ft Conc Median Barrier

Local Rd89.98 J [L24]121.31




MD Var Soil Median

Morristown Transfer Station90.39 J [L24]121.72

524Burlington Northern Santa Fe RR (EB) 2 5 138 ft Conc90.57 OP 42121.90

324Burlington Northern Santa Fe RR (WB) 2 3 260 ft Steel90.60 OP 65121.93


MD Var Soil Median


MBH 224F 022 2 510 11 AC 0.06 2 10WB 69MD Var Soil Median


MD Var Soil Median


524Iona Wash (EB) 2 5 96 ft Conc91.78 BR 41123.11424Iona Wash (WB) 2 10 118 ft ConcBR 65

Morristown RROP92.28 J [R124]123.61

AC 824STP-022-2(50)P AC 4.38 2 892.61 UH 98123.94

Happy Ln93.12 J [R4]124.45

London Rd93.42 J124.75

AC 524STP-022-2(50()P AC 0.33 2 596.99 UH 98128.32MD 14 ft Painted Median

MBH 824F 022 2 510 AC 0.92 2 897.32 UH 69128.65Printed: 3/21/00 U 060120Page: MP 128.65


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Center St in Wittmann97.33 J128.66

824Wittmann Pedestrian OP 2 8 17 ' - 07"97.34 UP 86128.67

AC 824AC-BR-STP-022-2(35)P AC 6.93 2 898.24 UH 94129.57

98.27 TCS 8913129.60

824Unknown 2 898.46 BR 94129.79

824Unknown 2 899.62 BR 94130.95

824Unknown 2 8101.00 BR 94132.33

824Unknown 2 8101.29 BR 94132.62

824Unknown 2 8101.48 BR 94132.81

824Unknown 2 8102.33 BR 94133.66

MBH 824F 022 2 510 AC 1.50 2 8105.17 UH 69136.50

163rd Ave106.57 J137.90UB WUB Phoenix

MBH 824F022 2 515 F8483 AC 0.51 2 8106.67 UH 80138.00

AC 824F-022-2(36) AC 0.36 2 8107.18 UH 94138.51


MD Var Soil Median

Reems Rd South108.07 J139.40

Santa Fe Ave109.22 J [R4]140.55

Meeker Blvd109.59 J [L23]140.92

Parkview Place109.86 J [R4]141.19

Litchfield Rd110.75 J [R4]142.08

Bell Rd111.45 J -----[B234]142.78JB WCL Surprise Elev 1130

111.67 TCS 19645143.00

Dysart Rd112.07 J -----[B234]143.40

AC 324Two Way Frontage Rd Right AC 1.74 2 3112.10 FR143.43

Sunny Lane112.51 J [R4]143.84

112.67 TCS 19650144.00

Greenway Rd112.97 J -----144.30JB WCL El Mirage Elev 1126

Local Road113.36 J [R4]144.69

113.67 TCS 26679145.00

Printed: 3/21/00 U 060121Page: MP 145.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Primrose St113.72 J [R4]145.05


MD Var Soil Median

Thunderbird Rd Connector114.27 J [R4]145.60

Waddell Rd114.46 J -----145.79

114.77 TCS 31909146.10

524Agua Fria River 2 5 500 ft Conc114.84 BR 48146.17

114.91 JB WCL Youngtown146.24

113th Ave115.05 J [R4]146.38

F022 2 32 NON F 2 4115.24 DH146.57MBH 624F022 2 32 NF 2 AC 0.73 2 0EB 90MBH 024F022 2 32 NF 2 AC 0.73 2 6WB 90


111th Ave South115.27 J146.60JB ECL Youngtown

107th Ave115.79 J147.12

F022 2 32 NON F 2 4115.97 DH147.30MBH 824F022 2 32 NF 2 AC 0.26 2 8EB 90MBH 824F022 2 32 NF 2 AC 0.26 2 8WB 90


F022 2 32 9 2 4116.23 DH147.56MBH 1024F022 2 32 9 AC 1.47 2 4EB 90MBH 824F022 2 32 2 AC 1.47 2 8WB 90


99th Ave116.87 J148.20

224New River (EB) 2 4 360 ft Conc117.43 BR 65148.76524New River (WB) 2 5 363 ft ConcBR 48

S 101117.59 J -----148.921024S 101 OP (EB) 2 4 174 ft ConcTI 88424S 101 OP (WB) 2 10 174 ft ConcTI 88

117.70 JB WCL Peoria149.03F 022 2 32 10 6DH

MBH 136F 022 1 32 10 AC 1.45 3 1EB 90MBH 136F 022 2 32 10 AC 1.45 3 1WB 90


117.77 TCS 28701149.10

91st Ave117.92 J -----149.25

Printed: 3/21/00 U 060122Page: MP 149.25


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

118.87 TCS 25707150.20



83rd Ave119.23 J -----150.56

119.67 TCS 20712151.00



F 022 2 15 6120.45 DH151.78036F 022 2 15 AC 0.20 3 0EB 81036F 022 2 15 AC 0.20 3 0WB 81


Olive Ave & 75th Ave120.62 J -----151.95

F022 2 26 15 6120.65 DH151.98036F022 2 26 15 AC 0.04 3 0EB 88036F022 2 26 15 AC 0.04 3 0WB 88


F-022-2-548 6120.69 DH152.02032F-022-2-548 AC 0.31 3 0EB 98032F-022-2-548 AC 0.31 3 0WB 98

MD 16 ft Curb MedianX Curb to Left and Right



024Truck By-Pass AC 0.34 2 0120.98 FR152.31

F-022-2-548 4121.00 DH152.33024F-022-2-548 AC 0.63 2 0EB 98024F-022-2-548 AC 0.63 2 0WB 98


121.17 TCS 23662152.50

121.32 JB WCL Glendale152.65X Curb to Left and Right


F-022-2-548 6121.63 DH152.96

Printed: 3/21/00 U 060123Page: MP 152.96


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

032F-022-2-548 AC 0.54 3 0121.63 EB 98152.96032F-022-2-548 AC 0.54 3 0WB 98


Northern Ave & 67th Ave122.02 J -----153.35


MD 12 ft Curb Median

122.27 TCS 23895153.60

Glendale Ave and 59th Ave123.42 J -----154.75



51st Ave and Bethany Home Rd124.85 J156.18

F-022-2-548 6125.14 DH156.47036F-022-2-548 AC 0.07 3 0EB 98036F-022-2-548 AC 0.07 3 0WB 98




Unknown125.22 J156.55F-022-2-5488 6DH

034F-022-2-5488 AC 2.52 3 0EB 98034F-022-2-5488 AC 2.52 3 0WB 98


Unknown125.35 J156.68

125.47 TCS 23433156.80

Unknown125.50 J156.83

Unknown125.64 J156.97

Missuori Ave125.77 J [R24]157.10

Unknown125.96 J157.29

Unknown126.13 J157.46

Camelback Rd and 43rd Ave126.27 J -----157.60JB WCL Phoenix

Printed: 3/21/00 U 060124Page: MP 157.60


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


Bethany Home/51st Ave126.48 J157.81

472Indian School Rd UP 0.00 6 4 18 ' - 00"127.63 TI 78158.96

35th Ave and Indian School Rd127.66 J158.99



127.77 TCS 30496159.10

I10 2 116 NON33 6128.98 DH160.31MBH 236I10 2 116 NON33 AC 0.10 3 2EB 87MBH 236I10 2 116 NON33 AC 0.10 3 2WB 87


27th Ave and UX060129.08 J160.41Thomas Rd MI 129.08 - 129.3 Ovlps Thomas RdJ -----

129.30 X MI 129.30 - 136.95 Ovlps I 017 MI 7.97 - 0.32160.63

136.95 X MI 136.95 - 142.59 Ovlps I 010 MI 49.86 - 55.50168.28

Exit # 172 I-10 (Exit 154)142.63 J -----172.00EQ MP 173.92 Back Equals 172.00 Ahead

Cont U 060 Superstition Fwy at I 010 Exit #154JSC MP 172.00 - 172.96 Striped as 4 Lanes WB Per Video Log (97)

NH-10-3(317) 5DHMBH 824I 10 3 68 PCC 0.10 2 4EB 68PCC 636NH-10-3(317) PCC 0.10 3 10WB 97


NH-10-3(317) 6142.73 DH172.10MBH 236I 10 3 68 PCC 0.19 3 2EB 68PCC 636NH-10-3(317) PCC 0.19 3 10WB 97


NH-10-3(317) 6142.92 DH172.29MBH 1036F028 1 507I10 68 PCC 0.07 3 2EB 85PCC 636NH-10-3(317) PCC 0.07 3 10WB 97


NH-10-3(317) 6142.99 DH172.36MBH 1036F 028 1 507 1 PCC 0.18 3 8EB 85PCC 636NH-10-3(317) PCC 0.18 3 10WB 97


1036Priest Rd (EB) 3 8 184 ft Conc143.01 OP 70172.38836Priest Rd (WB) 3 10 184 ft ConcOP 70

143.16 JB WCL Tempe at Hohokam Expwy (S 143)172.53

Printed: 3/21/00 U 060125Page: MP 172.53


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile







1036Hardy Dr (EB) 3 8 15 ' - 10"143.56 UP 70172.93836Hardy Dr (WB) 3 10 15 ' - 10"UP 70

143.57 TCS 150019172.94

143.59 SC MP 172.96 - 173.36 Striped as 4 Lanes EB, 4 Lanes WB Per Video Log (97)172.96F 028 1 507 1 6DH

MBH 1036F 028 1 507 1 PCC 1.20 3 8EB 85MBH 836F 028 1 507 1 PCC 1.20 3 10WB 85




Exit #173144.28 J -----173.65812Mill Ave UP (EB) 0.27 1 2 16 ' - 03"TI 70212Mill Ave UP (WB) 0.36 1 8 16 ' - 02"TI 70

1036College Pedestrian OP (EB) 3 8 17 ' - 00"144.55 UP 72173.92836College Pedestrian OP (WB) 3 10 17 ' - 00"UP 72

144.63 TCS 154216174.00

F 028 1 507 2 6144.79 DH174.16PCC 1036F 028 1 507 2 PCC 1.92 3 8EB 85PCC 836F 028 1 507 2 PCC 1.92 3 10WB 85


Exit #174145.04 J -----174.41812Rural Rd UP (EB) 0.69 1 2 16 ' - 03"TI 75212Rural Rd UP (WB) 0.87 1 8 16 ' - 03"TI 75

145.53 TCS 173644174.90

Exit #175146.04 J -----175.41812McClintock UP (EB) 0.69 1 2 16 ' - 02"TI 75212McClintock UP (WB) 0.69 1 8 16 ' - 02"TI 75

146.53 TCS 173644175.90

Printed: 3/21/00 U 060126Page: MP 175.90


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile



Exit # 176 S 101 (Exit # 55)147.01 J -----176.38812Price Rd UP (EB) 0.45 1 2 16 ' - 05"TI 77212Price Rd UP (WB) 0.36 1 8 16 ' - 03"TI 77

1036Tempe Canal Bridge (EB) 3 10 16 ' - 05"147.07 UP 77176.441036Tempe Canal Bridge (WB) 3 10 16 ' - 03"UP 77

147.43 TCS 172430176.80

147.61 SC MP 176.98 - 179.30 Striped as 4 Lanes EB per Video Log (97)176.98

147.66 JB WCL Mesa177.03F 028 1 508 7 6DH

PCC 1036F 028 1 508 7 PCC 0.20 3 10EB 87PCC 1036F 028 1 508 7 PCC 0.20 3 10WB 87


1036Mesa Canal (EB) 3 10 108 ft Conc147.68 BR 77177.051036Mesa Canal (WB) 3 10 108 ft ConcBR 77



Exit #177148.04 J -----177.411024Dobson Rd UP (EB) 0.86 2 12 16 ' - 00"TI 77212Dobson Rd UP (WB) 0.82 1 8 16 ' - 00"TI 77

STP-028-1(39) 6148.06 DH177.43PCC 1036STP-028-1(39) PCC 4.39 3 10EB 94PCC 1036STP-028-1(39) PCC 4.39 3 10WB 94


148.13 SC MP 177.50 - 179.05 Striped as 4 Lanes WB Per Video Log (97)177.50

148.53 TCS 172430177.90

1036Longmore St (EB) 3 10 17 ' - 00"148.66 UP 79178.031036Longmore St (WB) 3 10 17 ' - 01"UP 79

Exit #178149.04 J -----178.41812Alma School Rd UP (EB) 0.89 1 2 16 ' - 03"TI 79212Alma School Rd UP (WB) 1.00 1 8 16 ' - 05"TI 79

149.53 TCS 140919178.901036Extension Rd (EB) 3 10 16 ' - 11"UP 791036Extension Rd (WB) 3 10 17 ' - 00"UP 79

Exit # 179 S 087 (Country Club Dr)150.03 J -----179.401012S 087 UP (EB) 0.66 1 2 16 ' - 02"TI 79

Printed: 3/21/00 U 060127Page: MP 179.40


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

212S 087 UP (WB) 0.61 1 10 16 ' - 02"150.03 TI 79179.40

1036Center St/Union Pacific RR (EB) 3 10 213 ft Conc150.52 OP 81179.891036Center St/Union Pacific RR (WB) 3 10 213 ft ConcOP 81

150.58 TCS 154123179.95

Exit #180151.03 J -----180.401012Mesa Dr UP (EB) 0.61 1 2 16 ' - 07"TI 81212Mesa Dr UP (WB) 0.63 1 10 16 ' - 07"TI 81

1036Horne Rd (EB) 3 10 16 ' - 09"151.52 UP 81180.891036Horne Rd (WB) 3 10 16 ' - 09"UP 81

151.63 TCS 160428181.00

Exit #181152.03 J -----181.40812Stapley Rd UP (EB) 0.66 1 2 16 ' - 07"TI 81212Stapley Rd UP (WB) 0.63 1 8 16 ' - 07"TI 81

STP-028-1(40)P 6152.45 DH181.82PCC 1036STP-028-1(40)P PCC 6.32 3 10EB 96PCC 1036STP-028-1(40)P PCC 6.32 3 10WB 96


1036Harris Dr (EB) 3 10 16 ' - 02"152.54 UP 81181.911036Harris Dr (WB) 3 10 16 ' - 02"UP 81

152.63 TCS 146851182.00

Exit #182153.03 J -----182.40812Gilbert Rd UP (EB) 0.32 1 2 16 ' - 08"TI 81212Gilbert Rd UP (WB) 0.27 1 8 16 ' - 08"TI 81


153.63 TCS 105761183.00

1036Lindsay Rd (EB) 3 10 152 ft Conc154.02 OP 83183.391036Lindsay Rd (WB) 3 10 152 ft ConcOP 83

1036Consolidated Canal (EB) 3 10 128 ft Conc154.24 BR 83183.611036Consolidated Canal (WB) 3 10 128 ft ConcBR 83

103632nd St (EB) 3 10 16 ' - 05"154.53 UP 83183.90103632nd St (WB) 3 10 16 ' - 06"UP 83

Exit #184155.02 J -----184.39812Val Vista Dr UP (EB) 0.57 1 2 16 ' - 01"TI 83212Val Vista Dr UP (WB) 0.58 1 8 16 ' - 02"TI 83


155.63 TCS 101446185.00

1036Eastern Canal (EB) 3 10 139 ft Conc155.92 BR 85185.291036Eastern Canal (WB) 3 10 139 ft ConcBR 85

Printed: 3/21/00 U 060128Page: MP 185.29


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit #185156.02 J -----185.39812Greenfield Rd OP (EB) 0.74 1 2 131 ft ConcTI 85212Greenfield Rd OP (WB) 0.70 1 8 131 ft ConcTI 85


156.63 TCS 91115186.00

Exit #186157.02 J -----186.39812Higley Rd UP (EB) 0.58 1 2 16 ' - 04"TI 85212Higley Rd UP (WB) 0.57 1 8 16 ' - 05"TI 85

1036Recker Rd (EB) 3 10 447 ft Conc158.05 OP 85187.421036Recker Rd (WB) 3 10 447 ft ConcOP 85

158.13 TCS 39755187.50

Exit #187158.52 J -----187.891212Superstition Springs UP (EB) 0.33 1 2 16 ' - 02"TI 89212Superstition Springs UP (WB) 0.44 1 12 16 ' - 03"TI 89

158.77 TCS 46236188.14F028 1 512 509 6DH

PCC 1036F028 1 512 509 PCC 0.19 3 10EB 89PCC 1036F028 1 512 509 PCC 0.19 3 10WB 89


B 028 1 511 32 6158.96 DH188.33PCC 1136B 028 1 511 32 PCC 0.30 3 10EB 90PCC 1036B 028 1 511 32 PCC 0.30 3 11WB 90


Exit #188159.02 J -----188.391212Power Rd UP (EB) 1.14 1 2 16 ' - 00"TI 85212Power Rd UP (WB) 0.94 1 12 16 ' - 00"TI 85



113672nd St (EB) 3 10 16 ' - 08"159.38 UP 89188.75103672nd St (WB) 3 11 16 ' - 09"UP 89

159.52 TCS 58870188.89

Exit #189160.02 J -----189.391112Sossaman Rd UP (EB) 0.87 1 2 16 ' - 10"TI 89212Sossaman Rd UP (WB) 0.87 1 11 16 ' - 09"TI 89

1136Hawes Rd (EB) 3 10 16 ' - 06"161.02 UP 89190.391036Hawes Rd (WB) 3 11 16 ' - 06"UP 89

161.03 TCS 51945190.40

Printed: 3/21/00 U 060129Page: MP 190.40


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Exit #191162.03 J -----191.401112Ellsworth Rd UP (EB) 0.91 1 2 16 ' - 04"TI 89212Ellsworth Rd UP (WB) 0.61 1 11 16 ' - 05"TI 89

162.53 TCS 47615191.90

Exit #192163.02 J -----192.391112Crismon Rd OP (EB) 1.00 1 2 160 ft ConcTI 89212Crismon Rd OP (WB) 0.97 1 11 160 ft ConcTI 89

163.53 TCS 48049192.90

Exit # 193164.03 J -----193.40JB ECL Mesa

1112Signal Butte OP (EB) 1.00 1 2 165 ft ConcTI 89212Signal Butte OP (WB) 0.96 1 11 165 ft ConcTI 89

F028 1 511 32 4164.31 DH193.68MBH 1024F028 1 511 32 PCC 0.74 2 8EB 91MBH 824F028 1 511 32 PCC 0.74 2 10WB 91

MD Var Soil Median

164.44 TCS 37380193.81

1024Meridan Dr (EB) 2 8 16 ' - 02"165.04 UP 89194.41824Meridan Dr (WB) 2 10 16 ' - 03"UP 89

165.05 JB Pinal County194.42F28 1 511 513 32 4DH

MBH 1024F28 1 511 513 32 PCC 1.00 2 8EB 91MBH 824F28 1 511 513 32 PCC 1.00 2 10WB 91

MD Var Soil Median

Exit #195166.04 J -----195.411112Ironwood Dr OP (EB) 1.00 1 2 165 ft ConcTI 90212Ironwood Dr OP (WB) 0.96 1 11 165 ft ConcTI 90

166.05 JB WCL Apache Junction Elev 1715195.42F28 1 511 513 32 4DH

MBH 1024F28 1 511 513 32 PCC 1.00 2 8EB 91MBH 824F28 1 511 513 32 PCC 1.00 2 10WB 91

MD Var Soil Median

166.54 TCS 28034195.91

Exit #196 S 088 E167.04 J -----196.411024Idaho Rd OP (EB) 1.13 2 4 158 ft ConcTI 90424Idaho Rd OP (WB) 1.04 2 10 158 ft ConcTI 90

F28 1 511 513 32 4167.05 DH196.42MBH 1024F28 1 511 513 32 PCC 1.98 2 8EB 91MBH 824F28 1 511 513 32 PCC 1.98 2 10WB 91

MD Var Soil Median

167.54 TCS 21107196.91

Printed: 3/21/00 U 060130Page: MP 196.91


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

167.55 JB ECL Apache Junction196.92

Exit #197168.04 J -----197.411112Tomahawk Dr OP (EB) 0.97 1 2 158 ft ConcTI 90212Tomahawk Dr OP (WB) 0.98 1 11 158 ft ConcTI 90

168.54 TCS 18656197.91

F28 1 511 513 32 4169.03 DH198.40PCC 1024F28 1 511 513 32 PCC 0.77 2 4EB 91PCC 424F28 1 511 513 32 PCC 0.67 2 10WB 91


Exit #198169.04 J -----198.411112Goldfield Rd OP (EB) 0.98 1 2 158 ft ConcTI 91212Goldfield Rd OP (WB) 0.99 1 11 158 ft ConcTI 91

169.42 TCS 17542198.79

169.76 JB WCL Apache Junction199.13

SS060 to Apache Junction169.80 J199.17EQ MP 199.17 Back Equals 199.36 Ahead

F022 3 56 512 18 4DH199.36MBH 524F022 3 512 18 AC 0.08 2 5EB 66MBH 424F022 3 56 512 18 AC 0.08 2 10WB 89


TEA-STP-022-3(84)P 4169.88 DH199.44MBH 524F022 3 512 18 AC 1.57 2 5EB 66AC 926TEA-STP-022-3(84)P AC 1.57 2 9WB 98


Mountain View Rd170.14 J [L234]199.70UB EUB Phoenix

Silly Mountain Rd170.44 J [L24]200.00

170.45 JB ECL Apache Junction200.01




Superstition Gateway171.59 J [L234]201.15




Mountian Brook Dr172.44 J [L234]202.00

Printed: 3/21/00 U 060131Page: MP 202.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Kings Ranch Rd173.14 J [L234]202.70


Peralta Rd174.64 J [L24]204.20


Median Cross-Over175.54 J [R24]205.10

# 434 (EB) 110 ft Conc175.81 BR205.37# 856 (WB) 117 ft ConcBR

Median Cross-Over176.34 J [L24]205.90






Cactus Country RV Campground178.24 J [L4]207.80


TEA-STP-022-3(83)P 4178.85 DH208.41AC 625TEA-STP-022-3(83)P AC 0.04 2 4EB 99AC 926TEA-STP-022-3(84)P AC 0.04 2 9WB 98

MD Var Soil Median

TEA-STP-022-3(83)P 4178.89 DH208.45AC 625TEA-STP-022-3(83)P AC 2.27 2 4EB 99

MBH 424F022 3 44 21 AC 2.27 2 10WB 84MD Var Soil Median


Sand Tank Wash (EB) 88 ft Conc179.19 BR208.75Sand Tank Wash (WB) 88 ft ConcBR







1024Queen Creek (EB) 2 8 297 ft Conc181.27 BR 90210.83324Queen Creek (WB) 2 3 302 ft ConcBR 64

Printed: 3/21/00 U 060132Page: MP 210.83


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile




MD Var Soil Median





Median Cross-Over182.56 J212.12STP-022-3(76)P 4DH

AC 824STP-022-3(76)P AC 0.15 2 4EB 96AC 624STP-022-3(76)P AC 0.15 2 10WB 96

MD Var Soil Median

S 079 South to Florence Junction182.61 J -----[R24]212.17


MD Var Soil Median



MD Var Soil Median

183.04 TCS 7812212.60

AC 824STP-022-3(76)P AC 4.84 2 8183.11 UH 96212.67

Unknown183.12 J [L23]212.68

Chevron/McDonalds Entrance183.16 J [L23]212.72

Queen Valley Rd184.69 J -----[L23]214.25

187.78 JB Enter Tonto NF217.34

AC 236STP-022-3(76)P AC 1.00 3 2187.95 UH 96217.51EB Passing LanePL 96

AC 824STP-022-3(76)P AC 0.36 2 8188.95 UH 96218.51

Printed: 3/21/00 U 060133Page: MP 218.51


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 236STP-022-3(76)P AC 1.25 3 2189.31 UH 96218.87WB Passing LanePL 96

Wash Bridge 286 (EB) 143 ft Conc190.28 BR219.84Wash Bridge 286 (WB) 143 ft ConcBR

AC 824STP-022-3(76)P AC 3.40 2 8190.56 UH 96220.12

324Queen Creek 2 3 216 ft Conc192.69 BR 47222.25

Wash Bridge 288 (EB) 175 ft Conc193.31 BR222.87Wash Bridge 288 (EB) 175 ft ConcBR

Boyce Thompson Arboretum Entrance/Exit193.57 J [R4]223.13

AC 824F-022-3-566 AC 3.12 2 8193.96 UH 92223.52

194.92 JB WCL Superior Elev 2820224.48

194.94 TCS 8561224.50

Wash Bridge 0319 (EB) 106 ft Conc195.08 BR224.64Wash Bridge 0319 (WB) 106 ft ConcBR

Local Road195.44 J [R4]225.18

Mary Dr195.85 J [R4]225.59

Main Street (Superior)196.14 J -----225.70


196.64 TCS 8960226.20


MBH 324F 022 3 48 AC 0.51 2 3197.08 UH 87226.64

S 177 South197.29 J -----226.85924S 177 UP 0.77 2 9 14 ' - 00"TI 55

197.59 JB ECL Superior227.15MBH 236F 022 3 48 AC 0.09 3 2UH 87

AC 824ER-022-3(80)P AC 0.61 2 8197.68 UH 96227.24

030Queen Creek Bridge 3 0 651 ft Steel198.15 BR 53227.71

MBH 236F 022 3 48 AC 1.26 3 2198.29 UH 87227.85

G 1812WB 0.29 1 18198.39 TR227.95

136Queen Creek 3 1 14 ' - 00"198.57 TN 53228.13

AC 236F-022-3-578 AC 0.04 3 2199.55 UH 96229.11

MBH 236F 022 3 48 AC 0.85 3 2199.59 UH 87229.15

MBH 336F 022 3 69 17 AC 0.20 3 1200.44 UH 91230.00


MBH 236F 022 3 69 17 AC 0.76 3 2202.82 UH 91232.69

Printed: 3/21/00 U 060134Page: MP 232.69


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 436STP-022-3(74) AC 0.55 3 4203.58 UH 94233.45

MBH 236F 022 3 69 17 AC 0.32 3 2204.13 UH 91234.00

MBH 824F 022 3 69 17 AC 1.81 2 8204.45 UH 91234.32

204.93 TCS 7044234.80

206.26 JB Gila County236.13MBH 624F022 3 934 511 AC 0.16 2 6UH 90

MBH 136F022 3 934 511 AC 1.94 3 1206.42 UH 90236.29

324Pinto Creek 2 3 710 ft Steel208.29 BR 50238.16

MBH 624F022 3 934 511 AC 0.74 2 6208.36 UH 90238.23

AC 324F-022-3-565 AC 0.34 2 1209.10 UH 93238.97

MBH 624F022 3 934 511 AC 0.21 2 6209.44 UH 90239.31

Pinto Valley Rd209.53 J [B24]239.40

MBH 136F022 3 934 511 AC 1.36 3 1209.65 UH 90239.52

MBH 624F022 3 934 511 AC 0.75 2 6211.01 UH 90240.88

211.76 JB Leave Tonto NF241.63MBH 824F022 3 934 511 AC 1.19 2 8UH 90

212.89 JB WCL Miami Elev 3411242.76

West Mackey Camp Rd212.91 J -----242.78UB WUB Globe/Miami

MBH 824F022 3 934 511 AC 0.82 2 8212.95 UH 90242.82

213.33 TCS 10795243.20

MBH 848F022 3 63 FA 91 AC 0.17 4 8213.77 UH 90243.64X Curb to Left and Right

Turner Street213.80 J -----243.67

MBH 848F22 3 63 526 3 1 AC 0.65 4 8213.94 UH 90243.81X Curb to Left and Right

214.13 TCS 10200244.00

Keystone Ave214.50 J -----244.37

MBH 848F22 3 63 526F918 AC 0.19 4 8214.59 UH 90244.46X Curb to Left and Right

F22 3 63 526 F 9 1 8 4214.78 DH244.65MBH 1024F22 3 63 526F918 AC 0.42 2 2EB 90MBH 224F22 3 63 516F918 AC 0.42 2 10WB 90


214.83 TCS 18508244.70

00Pipe Line Bridge 0 0 17 ' - 02"215.17 UP -----56245.04

Printed: 3/21/00 U 060135Page: MP 245.04


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

215.20 JB ECL Miami245.07F22 3 63 526 F 9 1 8 4DH

MBH 824F22 3 63 526F918 AC 0.04 2 4EB 90MBH 424F22 3 63 526F918 AC 0.04 2 8WB 90


215.23 TCS 19764245.10

F22 3 63 530 505 4215.24 DH245.11MBH 824F22 3 63 530 505 AC 0.11 2 4EB 90MBH 424F22 3 63 530 505 AC 0.11 2 8WB 90


F022 3 939 55 505 4215.35 DH245.22MBH 824F022 3 939 55 AC 1.59 2 4EB 90MBH 424F022 3 939 55 AC 1.59 2 8WB 90


Safeway & Walmart Dr216.73 J [R14]246.60



AC 648RRS-022-3(75) AC 0.13 4 6217.02 UH 93246.89



S 088 W217.19 J -----247.06F022 3 939 55 504 NON 22 3 4DH

MBH 1424F022 3 939 55 AC 0.15 2 4EB 90MBH 424F022 3 939 55 AC 0.15 2 14WB 90


217.23 JB WCL Globe Elev 3540247.10

MBH 148F022 3 939 60D AC 1.33 4 1217.34 UH 90247.21MD 12 ft Painted Median

217.43 TCS 21118247.30

Main St/Escudilla Dr218.23 J [B24]248.10

MBH 148F022 3 939 60D AC 0.16 4 1218.67 UH 90248.54MD 12 ft Painted Median

MBH 148F022 3 52 60D AC 0.09 4 1218.83 UH 85248.70

Printed: 3/21/00 U 060136Page: MP 248.70


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

218.83 MD 12 ft Painted Median248.70


Collins Street219.63 J -----249.50

MBH 148F022 3 52 517 AC 0.39 4 1219.73 UH 85249.60X Curb to Left and Right

219.83 TCS 23420249.70

F022 3 52 317 4220.12 DH249.99024F022 3 52 317 AC 0.06 2 0EB 85024F022 3 52 317 AC 0.06 2 0WB 85


Broad St (Old U 060)220.18 J -----250.05MBH 248F022 3 52 517 AC 0.42 4 2UH 85


220.43 TCS 11114250.30

248School Pedestrian OP 4 2 17 ' - 10"220.50 UP 81250.37

Oak Street220.60 J -----250.47MBH 248F022 3 52 531 AC 0.68 4 2UH 85


448Pinal Creek 4 4 216 ft Conc220.66 BR 77250.53

220.83 TCS 14016250.70

448Maple St 4 4 90 ft Conc220.88 OP 77250.75

048Arizona Eastern RR 4 0 1013 ft Conc221.03 OP 77250.90

Hill St (Old U 060)221.24 J -----251.11

MBH 248F022 3 52 FA91 AC 0.33 4 0221.28 UH 85251.15MD 12 ft Painted MedianX Curb to Left and Right

06.5Globe School Pedestrian OP 0 0 17 ' - 00"221.40 UP 96251.27

MBH 248F022 3 52 FA22 AC 0.26 4 2221.61 UH 85251.48MD 12 ft Painted Median

221.63 TCS 16296251.50

MBH 1048F22 3 522 26 11 AC 0.21 4 10221.87 UH 90251.74MD 12 ft Painted MedianX Curb to Left and Right

MBH 548F22 4 522F26 11 AC 0.16 4 5222.08 UH 90251.95

Printed: 3/21/00 U 060137Page: MP 251.95


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


F22 4 522F26 1 512 4222.24 DH252.11MBH 324F22 4 522F26 1 AC 0.12 2 3EB 90MBH 324F22 4 522F26 1 AC 0.12 2 3WB 90


U 070 East222.36 J -----252.23F22 4 522 F26 1 512 4DH

MBH 1224F22 4 522 F 26 1 AC 0.10 2 2EB 90MBH 224F22 4 522 F 26 1 AC 0.10 2 12WB 90


MBH 448F22 4 522 F 26 1 AC 0.06 4 4222.46 UH 90252.33MD 12 ft Painted MedianX Curb to Left and Right

AC 824STP-026-1(44)P AC 3.34 2 8222.52 UH 98252.39

222.63 TCS 5536252.50


Unknown223.30 J [R14]253.17

Unknown223.42 J [R14]253.29

224.08 UB NCL UB Globe253.80

Unknown225.52 J [R1]255.39

MBH 824F 026 1 1 AC 0.66 2 8225.86 UH 60255.58

Road to Fairgrounds226.22 J -----255.94

MBH 824F 026 161 E AC 2.09 2 8226.52 UH 61256.24

228.61 JB Enter Tonto NF258.33MBH 824F 026 1 61E AC 1.87 2 8UH 61

MBH 824F026 1 9 NON 501 AC 0.13 2 8230.48 UH 62260.20

MBH 336F026 1 11 NON501 AC 1.07 3 1230.61 UH 62260.33

MBH 824F026 1 11 NON501 AC 0.80 2 8231.68 UH 62261.40

MBH 136F026 1 12 NON501 AC 0.44 3 3232.48 UH 62262.20

MBH 824F026 1 11 NON501 AC 0.85 2 8232.92 UH 62262.64

MBH 824F026 1 12 NON501 AC 0.40 2 8233.77 UH 62263.49

MBH 824F026 1 23 NON501 AC 1.68 2 8234.17 UH 89263.89

MBH 824F026 1 23 14 AC 2.72 2 8235.85 UH 89265.57

MBH 236F026 1 23 14 AC 1.02 3 2238.57 UH 89268.29

MBH 824F026 1 23 14 AC 3.10 2 8239.59 UH 89269.31

Printed: 3/21/00 U 060138Page: MP 269.31


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

242.69 EQ MP 272.41 Back Equals 275.33 Ahead272.41MBH 236F026 1 514 5 AC 0.50 3 2UH 81275.33

MBH 636F026 1 514 5 AC 0.88 3 5243.19 UH 81275.83

MBH 824F026 1 514 5 AC 0.69 2 8244.07 UH 81276.71

MBH 636F026 1 514 5 AC 1.53 3 5244.76 UH 81277.40

MBH 824F026 1 514 2 AC 1.61 2 8246.29 UH 81278.93

AC 824STP-026-1(28)P AC 1.16 2 8247.90 UH 94280.54

Local Road248.12 J [L2]280.76

MBH 824F026 1 514 2 AC 2.18 2 8249.06 UH 81281.70

250.86 TCS 2783283.50

251.24 JB Enter San Carlos IR283.88MBH 136F026 1 514 2 AC 1.70 3 3UH 81

252.94 JB Reenter Tonto NF285.58MBH 136F026 1 514 2 AC 0.50 3 3UH 81

253.44 JB Enter San Carlos IR286.08MBH 136F026 1 514 2 AC 0.22 3 3UH 81

MBH 824F026 1 514 2 AC 0.10 2 8253.66 UH 81286.30MD Var Painted Median

MBH 824F026 1 20 2 AC 1.03 2 8253.76 UH 86286.40

MBH 236F026 1 20 2 AC 0.44 3 2254.79 UH 86287.43

MBH 824F 026 1 20 4 AC 1.64 2 8255.23 UH 86287.87

MBH 1424F 026 1 20 4 AC 3.29 2 2256.87 UH 86289.51

AC 824F-026-1(19) AC 0.29 2 8260.16 UH 94292.80

260.27 JB Enter Fort Apache IR292.911024Salt River 2 10 380 ft SteelBR 94

Road to Salt River Falls260.45 J -----293.09MBH 824F026 1 20 15 AC 0.18 2 8UH 86

MBH 824F026 1 20 NON99 AC 0.52 2 8260.63 UH 86293.27

MBH 824F026 1 20 15 AC 0.48 2 8261.15 UH 86293.79

MBH 1024NON F026 1 61C AC 0.17 2 10261.63 UH 86294.27

MBH 324FO26 1 20 99 F2 AC 0.11 2 3261.80 UH 86294.44

MBH 824F026 1 20 15 AC 1.18 2 8261.91 UH 86294.55

MBH 824F026 1 20 NON99 AC 0.57 2 8263.09 UH 86295.73

MBH 824F026 1 20 15 AC 0.60 2 8263.66 UH 86296.30

MBH 524F026 1 509 NR99 AC 0.30 2 5264.26 UH 71296.90

MBH 524F026 1 509 F 99 AC 2.20 2 5264.56 UH 71297.20

Printed: 3/21/00 U 060139Page: MP 297.20


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Becker Butte Elev 4188264.58 J297.22

MBH 524F026 1 509 F 99 AC 1.06 2 5266.76 UH 71299.40

MBH 524F026 1 509 F 99 AC 7.83 2 5267.82 UH 71300.46

Summer Pines271.44 J [R4]304.08

Summit Trail272.89 J [L23]305.53

Sierra Pines273.39 J [R14]306.03

Unknown273.57 J [R14]306.21

Unknown273.66 J [R4]306.30

275.65 EQ MP 308.29 Back Equals 309.00 Ahead308.29MBH 524F026 1 509 F 99 AC 0.11 2 5UH 71309.00

MBH 524F026 1 515 F9924 AC 1.74 2 5275.76 UH 81309.11

MBH 524F026 1 515 F9922 AC 4.55 2 5277.50 UH 81310.85

MBH 824F026 1 515 18 AC 0.02 2 8282.05 UH 81315.40

AC 824STP-026-1(43)P AC 0.39 2 8282.07 UH 98315.42

1024Carrizo Creek 2 10 461 ft Conc282.20 BR 76315.55

282.45 TCS 2679315.80

AC 524STP-026-1(43)P AC 1.73 2 5282.46 UH 98315.81

283.07 JB Navajo County316.42

AC 536STP-026-1(43)P AC 0.89 3 5284.19 UH 98317.72

S 073 North to Fort Apache284.80 J -----318.15

Unknown284.81 J [R14]318.16

Unknown284.87 J [R4]318.22

AC 528F-026-1-517 AC 0.04 2 5285.08 UH 94318.43

MBH 324F026 1 513F105I4 AC 0.27 2 3285.12 UH 79318.47

AC 524STP-026-1(43)P AC 2.47 2 5285.39 UH 98318.61

MBH 324F026 1 513F105I4 AC 0.69 2 3287.86 UH 79321.21

MBH 324F026 1 513F105 D AC 3.10 2 3288.55 UH 79321.90

024Cedar Canyon 2 0 283 ft Steel290.14 BR 38323.49

MBH 324F026 1 513F105 E AC 2.86 2 3291.65 UH 79325.00

AC 824F-026-1-932 AC 0.94 2 8294.51 UH 93327.86

1024Corduroy Creek 2 10 368 ft Steel294.92 BR 93328.27

MBH 324F026 1 513F105 E AC 2.92 2 3295.45 UH 79328.80

MBH 524F 026 1 17 AC 0.03 2 5298.37 UH 79331.72

AC 524STP-026-1(42)P AC 7.55 2 5298.40 UH 98331.75

Printed: 3/21/00 U 060140Page: MP 331.75


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

303.47 UB SCL UB Show Low Elev 6331336.82JB Enter Sitgreaves NF

303.85 TCS 3063337.20

Road to Fools Hollow305.33 J -----338.68

AC 424STP-026-1(42)P AC 0.28 2 4305.95 UH 98339.30

306.15 TCS 4120339.50

AC 444STP-026-1(42)P AC 0.07 3 0306.23 UH 98339.58


AC 055STP-026-1(42)P AC 0.06 4 0306.30 UH 98339.65

S 260 West to Payson306.36 J -----[B234]339.71AC 248F-026-1-521 AC 2.58 4 2UH 96


306.85 TCS 12766340.20

Mc Neil Street307.48 J -----340.83

307.85 TCS 24071341.20


S 260 East to Pinetop308.34 J -----[R14]341.69

308.42 X 12 Ft Painted Median341.77X Curb to Left and Right

308.55 TCS 13109341.90

S 077 North to Snowflake308.85 J -----[B124]342.20

AC 524STP-026-2(13) AC 5.67 2 5308.94 UH 93342.29

309.65 TCS 5749343.00

Rd to Show Low Airport310.00 J -----343.35

Pellet Mill Entrance310.07 J [R4]343.42

310.57 UB ECL UB Show Low343.92

Little Morman Lake Rd311.57 J [L23]344.92

Bourden Ranch Rd313.63 J [L23]346.98

524Rocky Arroyo 2 5 108 ft Conc313.66 BR 52347.01

MBH 524F026 2 508 FH30 AC 0.22 2 5314.61 UH 79347.96

314.65 TCS 4600348.00

MBH 524F026 2 508F105H AC 0.14 2 5314.83 UH 79348.18

MBH 524DP 026 2 6 AC 3.69 2 5314.97 UH 80348.32

MBH 524DP 026 2 6 AC 0.18 2 5318.66 UH 80352.01

318.84 JB Apache County352.19

Printed: 3/21/00 U 060141Page: MP 352.19


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 524D026 2 6 F105A2 AC 0.11 2 5318.84 UH 80352.19

AC 124STP-026-2(12)P AC 0.54 2 1318.95 UH 95352.30

AC 624STP-026-2(12)P AC 1.14 2 6319.49 UH 95352.84

S 061 North to Concho319.56 J -----[L23]352.91

AC 124STP-026-2(12)P AC 13.07 2 1320.63 UH 95353.98

Waste Station324.99 J [B24]358.34

222Sepulveda Wash 2 2 90 ft Conc327.59 BR 93360.94

Vernon/Mcnary Rd327.90 J361.25

328.35 TCS 1274361.70

422Bridge #4167 2 4 24 ft Conc332.03 BR 93365.38

MBH 124F026 1 506FA105 AC 0.60 2 1333.70 UH 74367.05

MBH 224F026 2 506WPH105 AC 0.26 2 2334.30 UH 74367.65

334.56 X Cerro Montoso Summit Elev 7550367.91MBH 224F026 2 506WPH105 AC 6.69 2 2UH 74

MBH 224F026 2 503 WPH AC 8.62 2 2341.25 UH 72374.60

MBH 824F026 2 503 F68 AC 0.94 2 8349.87 UH 72383.22

350.72 JB WCL Springerville Elev 6968384.07

MBH 824F026 2 507 F68 5 AC 2.88 2 8350.81 UH 75384.16

U 180 North to St. Johns351.10 J -----384.45

352.05 TCS 2954385.40


MBH 824F026 2 507 68 5 AC 0.37 2 8353.69 UH 86387.04

MBH 824F026 2 507 68 5 AC 0.04 2 8354.06 UH 86387.41

AC 848F-026-2-515 AC 0.90 4 8354.10 UH 93387.45


South Mountain Ave ( Old SS260)354.49 J -----387.84

354.85 TCS 6934388.20


MBH 848F026 2 2 8 AC 0.33 4 8355.00 UH 57388.35

MBH 824F026 2 2 8 AC 0.76 2 8355.33 UH 62388.68

U 180 South to Alpine355.36 J -----388.71

355.65 TCS 2301389.00

C Street (SPRINGERVILLE)356.00 J -----389.35

MBH 824F026 2 2 7 AC 6.72 2 8356.09 UH 62389.44

Printed: 3/21/00 U 060142Page: MP 389.44


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

356.57 JB ECL Springerville389.92

362.65 TCS 699396.00

MBH 824F026 2 501 AC 5.81 2 8362.81 UH 62396.16

End U 060 at AZ/NM State Line368.62 J -----401.97

Opposite Direction Route Length: 75.73 mi. Lengths of Frontage Roads and Others: 37.31 mi.Main Direction Route Length: 355.07 mi.UX060

Begin UX060 (Grand Ave) at U 060 (Thomas Rd)0.00 J160.41UB Inside PhoenixJB Inside Maricopa County

I10 2 116 NON33 6DHMBH 236I10 2 116 NON33 AC 0.36 3 2EB 87MBH 236I10 2 116 NON33 AC 0.36 3 2WB 87


236I 017 (EB) 3 2 403 ft Conc0.31 OP 87160.72236I 017 (WB) 3 2 403 ft ConcOP 87

I10 2 116 WPMH 33 60.36 DH160.77036I10 2 116 WPMH 33 AC 0.14 3 0EB 87036I10 2 116 WPMH 33 AC 0.14 3 0WB 87

MD Var Curb Median



Encanto Blvd0.57 J160.98





19th Ave and McDowell Rd and S 0601.43 J161.84

MBH 448F 022 3 45NRM33 AC 0.53 4 41.57 UH 86161.98X Curb to Left and Right

15th Ave and Roosevelt St1.98 J162.39

MBH 648F 022 3 45NRM33 AC 0.69 4 62.10 UH 86162.60

Printed: 3/21/00 UX060143Page: MP 162.60

UX060STATE HIGHWAY SYSTEM LOG - UX060 MP 163.20(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 060F 022 345NRM303 AC 0.03 6 02.79 UH 86163.20X Curb to Left and Right

End UX060 at Van Buren and 7th Ave2.82 J163.23


Beg S 061 at U 0600.00 J -----352.88JB Inside Apache County

MBH 224F 026 2 914 AC 0.20 2 2UH 86MD Var Painted Median

SY0610.04 J352.92

024F074 1 901S104 3 AC 6.52 2 00.20 UH 77353.08

6.12 TCS 1217359.00

024F074 1 901S104 3 AC 0.40 2 06.72 UH 77359.60

024F074 1 501S104 3 AC 11.10 2 07.12 UH 86360.00

Road to Concho Valley Subdivision16.03 J -----368.91

17.72 TCS 1347370.60

MBH 224F074 1 501S104 3 AC 1.10 2 218.22 UH 81371.10

MBH 224F074 1 501NOV78 AC 0.09 2 219.32 UH 81372.20

SA180 North to Concho19.41 J -----372.29MBH 224F074 1 501NOV78 AC 6.56 2 2UH 81

24.12 TCS 1388377.00

AC 824STP-074-1(1) AC 0.72 2 825.97 UH 95378.85

MBH 524F074 1 501N 367A AC 2.13 2 526.69 UH 81379.57

MBH 524F 051 1 13 AC 0.12 2 528.82 UH 81381.70


U 191 (MI 33.95 - 63.02 Ovlps U 191 MI 315.96 - 345.03)28.98 J381.86U 180 (MI 28.98 - 33.95 Ovlps U 180 MI 220.76 - 225.73)J -----

Cont S 061 at U 191 Witchwell63.02 J -----416.49024S202903 AFE6107 AC 7.53 2 0UH 86

63.53 X MP 417 To 430 set by Odometer417.00

69.83 TCS 343423.30

Local Road69.84 J [L23]423.31

024S202903 AFE6108 AC 6.24 2 070.55 UH 86424.02

End S 061 at AZ/NM Line76.79 J -----430.26

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 42.75 mi.SY061Printed: 3/21/00 SY061144Page: MP 352.92

SY061STATE HIGHWAY SYSTEM LOG - SY061 MP 352.92(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Beg SY061 at S 061 near U 0600.00 J352.92JB Inside Apache County

MBH 812F026 1 914 AC 0.36 1 2UH 86

End SY061 at U 0600.36 J353.28


Beg S 064 at I 040 Exit #167 East Williams TI0.00 J -----185.51JB Inside Coconino County

MBH 448I 40 3 29 AC 0.34 4 4UH 84

MBH 524F033 1 502 FH2D AC 4.19 2 50.34 UH 71185.85

1.84 JB NCL Williams187.69

4.53 JB Leave Kaibab NF190.04MBH 524F033 1 502 STATE AC 6.46 2 5UH 71

MBH 524F033 1 503 FH2D AC 7.44 2 510.99 UH 72196.50

13.89 TCS 3458199.40

18.43 EQ MP 203.94 Back Equals 204.17 Ahead203.94MBH 524F033 1 503 FH2C AC 7.58 2 5UH 72204.17

MBH 524F033 1 503 FH2B AC 1.55 2 526.01 UH 72211.75

AC 524F-033-1-510 AC 0.24 2 527.56 UH 93213.30

AC 524F-033-1-510 AC 0.18 2 527.80 UH 93213.54

U 180 East to Flagstaff27.84 J -----213.58

MBH 524F033 1 503 FH2B AC 0.14 2 527.98 UH 72213.72

28.06 TCS 4363213.80

MBH 524F033 1 504 FH2B AC 6.76 2 528.12 UH 73213.86

MBH 524F033 1 504 FH2A AC 3.35 2 534.88 UH 73220.62

38.23 JB Enter Kaibab NF223.97MBH 524F033 1 501 GCNP AC 9.12 2 5UH 75

MBH 824B033 1 507 GCNP AC 2.76 2 847.35 UH 87233.09

SS064 to Grand Canyon Airport48.87 J -----234.61

MBH 448B033 1 507 GCNP AC 0.77 4 450.11 UH 87235.85MD 12 ft Painted MedianX Curb to Left and Right

MBH 824B033 1 507 GCNP AC 0.47 2 850.88 UH 87236.62

51.26 TCS 7128237.00

51.32 X MP 238 to 267 set by Odometer237.06

51.35 JB Enter Grand Canyon NP237.09X No MP Set within Park Boundary

Printed: 3/21/00 S 064145Page: MP 237.09


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 324GCNP 2 A 1 B MBL 4.49 2 351.35 UH 54237.09

G 622GCNP 2 D MBL 0.12 2 655.84 UH 57241.58

Grand Canyon HDQTS55.96 J -----241.70X Mather Point Elev 7120

G 422GCNP 1 A 1 2 MBL 7.78 2 4UH 58

60.36 TCS 3084246.10

G 322GCNP 1 A 14B 9 MBL 8.63 2 363.74 UH 62249.48

Grandview Point64.76 J -----250.50

G 322GCNP I B 10 MBL 5.93 2 372.37 UH 62258.11

73.46 TCS 2001259.20

G 322GCNP I B 10 5 MBL 3.42 2 378.30 UH 62264.04

Cedar Canyon78.48 J -----264.22

81.72 EQ MP 267.46 Back Equals 267.97 Ahead267.46JB Leave Grand Canyon NP Enter Kaibab NF267.97

G 220F033 1505 CDVB AC 0.17 2 2UH 78

MBH 824FLH 033 1 7 AC 2.10 2 881.89 UH 85268.14

G 220F033 1 505 CDVB AC 0.03 2 283.99 UH 78270.24

AC 824F-FLH-033-1(6) AC 6.39 2 884.02 UH 92270.27

88.75 TCS 1702275.00



MBH 824FLH 033 1 5 AC 5.56 2 890.41 UH 74276.13

MBH 524F 033 1 506 AC 3.19 2 595.97 UH 82281.69

MBH 524FLH 033 1 10 AC 3.48 2 599.16 UH 82284.88

G 220CDV SED DE MBL 0.48 2 2102.64 UH 36288.36

AC 824STP-PLH-033-1(9) AC 6.77 2 8103.12 UH 93288.84

MBH 824F 037 1 7 AC 0.22 2 8109.89 UH 76295.61

End S 064 at U 089 near Cameron110.11 J -----295.83


Beg SS064 to Grand Canyon Airport at S 0640.00 J -----234.61JB Inside Coconino County

024County MBL 0.36 2 0UH 00

0.20 TCS 6160234.81

End SS064 to Grand Canyon Airport0.36 J -----234.97

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 0.36 mi.

Printed: 3/21/00 SS064146Page: MP 234.97


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

U 064Beg U 064 at U 1600.00 J -----465.40

JB Inside Apache CountyMBH 524AU 1 8 2 4 MBL 4.17 2 5UH 61

0.15 X Tec Nos Pos Trading Post465.55

3.90 TCS 2198469.30



Beg S 066 at I 040 East Kingman TI0.00 J -----[L3]56.67UB Inside KingmanJB Inside Mohave County

AC 048MA-951-4(1)P AC 0.46 4 0UH 97MD 12 ft Painted MedianX Curb to Left and Right

00I 040 UP WB 0.00 0 0 15 ' - 03"0.01 TI 7056.68

Armour Ave0.26 J [B24]56.93

Unknown0.41 J [U4]57.08

MA-951-4(1)P 40.46 DH57.13AC 1024MA-951-4(1)P AC 0.57 2 4EB 97AC 424MA-951-4(1)P AC 0.57 2 10WB 97

MD Var Soil Median

Airway Ave0.68 J [L234]57.35

Unknown0.80 J [B24]57.47

0.83 TCS 1490357.50

Unknown0.89 J [R24]57.56

S581 501F8 2 5F42 2 502 41.03 DH57.70MBH 1024S581 501F8 2 5 AC 0.65 2 4EB 78MBH 124S581 501F422 502 AC 0.65 2 1WB 78

MD Var Soil Median

Unknown1.04 J [B2]57.71

Castle Rock Rd1.58 J -----58.25

1.68 JB ECL Kingman58.35S581 501F8 2 5F42 2 502 4DH

MBH 1024S581 501F8 2 5 AC 2.75 2 4EB 78MBH 124S581 501F422502 AC 2.75 2 1WB 78

MD Var Soil Median

2.33 TCS 1052459.00

3.61 UB NUB Kingman60.28

Printed: 3/21/00 S 066147Page: MP 60.28


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

S581 501F8 25 42 2 502 44.43 DH61.10MBH 1024S581 501F8 2 5 AC 0.76 2 4EB 78MBH 124S581 501F422 502 AC 0.76 2 1WB 78

MD Var Soil Median

Industrial Parkway4.46 J61.13

MBH 824S581 4F42 2 504 AC 10.19 2 85.19 UH 8861.86

MBH 824S581 4F42 2 504 AC 0.04 2 815.38 UH 8872.05

MBH 824S 581 4 AC 7.18 2 815.42 UH 8872.09

MBH 824NON F008 2 61E AC 4.33 2 822.60 UH 6279.27

324Hackberry Wash 2 3 350 ft Steel23.43 BR 6280.10

MBH 824NON F008 2 502 AC 1.12 2 826.93 UH 6283.60

28.05 JB Enter Hualapai IR84.72MBH 824NON F008 2 502 AC 1.66 2 8UH 62

28.64 X Valentine Uninc Elev 390185.31

29.71 JB Leave Hualapai IR86.38MBH 824NON F008 2 502 AC 9.46 2 8UH 62

MBH 824NON F008 2 501 AC 0.25 2 839.17 UH 6295.84

39.42 JB Reenter Hualapai IR96.09MBH 824NON F008 2 501 AC 0.41 2 8UH 62

MBH 824NON F008 2 501 AC 6.64 2 839.83 UH 6296.50

MBH 848NON F008 2 501 AC 0.29 4 846.47 UH 62103.14X Curb to Left and Right

Peach Springs Elev 479146.68 J -----103.35

MBH 824NON F008 2 501 AC 1.36 2 846.76 UH 62103.43

MBH 248NON FA 80A MBL 0.93 4 248.12 UH 56104.79

MBH 824NON FA 80A MBL 0.48 2 849.05 UH 56105.72

MBH 824NON F008 2 61D AC 3.16 2 849.53 UH 62106.20

52.69 JB Coconino County109.36MBH 824NON F008 2 61D AC 2.99 2 8UH 62

55.68 JB Leave Hualapai IR112.35MBH 824NON F008 2 61 D AC 0.40 2 8UH 62

MBH 824F 008 2 3 AC 2.24 2 856.08 UH 67112.75

56.33 TCS 1982113.00


MD Var Soil Median

Printed: 3/21/00 S 066148Page: MP 114.99


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Grand Canyon Cavern Rd58.67 J115.34

MBH 824F 008 2 3 AC 2.70 2 859.04 UH 67115.71

MBH 824F 042 2 503 AC 0.05 2 861.74 UH 73118.41

61.79 JB Yavapai County118.46MBH 824F 042 2 503 AC 2.41 2 8UH 73

64.20 JB Coconino County120.87MBH 824F 042 2 503 AC 2.30 2 8UH 73

Temp End S 06666.50 J -----123.17JB Yavapai County

SB040 in Seligman (S 066 Ovlps SB040 to I040)82.28 J139.95

End S 066 at I 040 East Seligman TI86.33 J143.00


Beg S 067 & Kaibab Plateau North Rim Parkway at UA0890.00 J -----579.36JB Inside Coconino County

G 122FH 1C D E F MBL 30.90 2 1UH 40

0.64 TCS 1387580.00

End S 067 at Entrance To Grand Canyon NP30.90 J -----610.26


Beg S 068 at AZ/NV State Line on Davis Dam0.00 J -----0.00JB Mohave County

MBH 824F068 1 902 USBR AC 0.20 2 8UH 87

324Unknown 2 3 544 ft Conc0.20 BR0.20MBH 224F068 1 902 USBR AC 0.10 2 2UH 87

MBH 224F068 1 902 S103 AC 0.61 2 20.30 UH 870.30

0.50 TCS 30730.50

0.91 EQ MP 0.91 Back Equals 0.41 Ahead0.91MBH 524F 065 1 1 AC 0.73 2 5UH 850.41

1024Arabian Wash 2 10 89 ft Conc1.62 BR 851.12

MBH 824F 065 11 AC 0.37 2 81.64 UH 851.14

S 095 South1.73 J -----1.23

MBH 824F 065 1 1 AC 0.23 2 82.01 UH 851.51

G 712WB 0.37 1 72.20 TR1.70

2.24 EQ MP 1.74 Back Equals 1.46 Ahead1.74MBH 224F068 1 902 S101 AC 0.07 2 2UH 871.46

MBH 124F068 1 902 S101 AC 1.85 2 12.31 UH 871.53

Printed: 3/21/00 S 068149Page: MP 1.53


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 436F-068-1-508 AC 1.71 3 44.16 UH 923.38EB Passing LanePL 92

WB Slow Vehicle Pullout4.54 SVP 923.76

La Puerta Rd4.86 J [R14]4.08


MBH 124F068 1 902 S101 AC 0.08 2 15.87 UH 875.09

MBH 436F068 1 902 S101 AC 1.93 3 25.95 UH 875.17

6.28 TCS 88605.50

AC 836HES-STP-068-1(2)P AC 0.66 3 87.88 UH 937.10

MBH 124F068 1 902 S101 AC 0.34 2 18.54 UH 877.76

MBH 524S 243 501 AC 4.89 2 58.88 UH 668.10

MBH 824F 068 1 505 AC 1.21 2 813.77 UH 9012.99

MBH 524S 243 501 AC 0.01 2 514.98 UH 6614.20

AC 536F-068-1-506 AC 0.24 3 214.99 UH 9214.21


MD 38 ft Median

Estrella Rd18.03 J -----17.25


MD 38 ft Median


MD 38 ft Median

1024Sacramento Wash (EB) 2 4 1214 ft Conc18.96 BR 9318.18424Sacramento Wash (WB) 2 10 1214 ft ConcBR 93

Milky Way Rd19.41 J [B24]18.63

19.78 TCS 1072019.00

Local Road19.94 J [L24]19.16

Range Line20.64 J [B24]19.86


MD 36 ft Median

Colorado Rd21.64 J [B24]20.86

Printed: 3/21/00 S 068150Page: MP 20.86


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MD 36 ft Median

1024Cerbat Wash 2 10 109 ft Conc22.01 BR 9021.23

Santa Maria Rd22.40 J [L23]21.62


Verde Rd22.61 J -----21.83

102413 Mile Wash 2 10 131 ft Conc23.95 BR 9023.17

25.78 TCS 1142925.00

AC 1052F-068-1-507 AC 0.98 4 1026.74 UH 9325.96

MBH 824V 068 1 502 AC 0.05 2 827.72 UH 8926.94

MBH 824V 068 1 502 AC 0.08 2 827.77 UH 8926.99MD Var Painted Median

End S 068 at U 093 near Kingman27.85 J -----27.07


Beg S 069 at I 017 at Cordes Junction0.00 J -----262.85JB Inside Yavapai County

AC 1048F-029-1-508 AC 0.12 4 10UH 94MD Var Painted Median

AC 224ADOT Rd Right AC 0.13 2 2FR

AC 028Two Way Frontage Rd Left AC 0.15 2 00.07 FR262.92

Frontage Rd Connection0.12 J [B24]262.97F-029-1-508 4DH

AC 1024F-029-1-508 AC 0.26 2 4NB 94AC 424F-029-1-508 AC 0.26 2 10SB 94

MD Var Soil Median

0.33 TCS 9314263.18


F-029-1-508 40.38 DH263.23AC 1024F-029-1-508 AC 4.39 2 4NB 94AC 424F-029-1-508 AC 4.39 2 10SB 94

MD 38 ft Soil MedianAC 028Two Way Frontage Rd Left AC 0.05 2 0FR


Frontage Rd Connection0.73 J [B24]263.58

Unknown1.43 J [B24]264.28

Printed: 3/21/00 S 069151Page: MP 264.28


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Unknown2.22 J [L23]265.07

Spring Lane2.45 J -----[L234]265.30

Unknown2.97 J [B24]265.82

Unknown3.22 J [R24]266.07

Unknown3.75 J [L24]266.60

Chauncey Ranch4.32 J [R24]267.17




624Big Bug Creek (SB) 2 12 175 ft Conc5.01 BR 98267.86

1224Big Bug Creek (NB) 2 6 175 ft Conc5.02 BR 98267.87

Private Access Road5.27 J [R24]268.12

1224Big Bug Creek (NB) 2 6 175 ft Conc5.60 BR 98268.45624Big Bug Creek (SB) 2 12 175 ft ConcBR 98




Frontage Access Road6.13 J [B24]268.98

6.25 TCS 7413269.10


Main St.6.76 J -----[B24]269.61



Frontage Access Road7.31 J [L24]270.16

Central Ave7.84 J [B24]270.69AC 222Two Way Frontage Rd Left AC 0.18 2 2FRAC 222Two Way Frontage Rd Right AC 0.15 2 2FR

7.95 TCS 7042270.80



Onyx Dr8.23 J [B24]271.08

STP-029-1(17)P 48.73 DH271.58AC 824STP-029-1(17)P AC 0.20 2 4NB 99

Printed: 3/21/00 S 069152Page: MP 271.58


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 424STP-029-1(12)P AC 0.20 2 108.73 SB 98271.58MD 38 ft Soil Median



Railroad Ave/Main St9.18 J -----[L234]272.03

Private Access Road9.74 J [B24]272.59

Unknown10.22 J [L24]273.07

Unknown10.45 J [B24]273.30

Unknown11.04 J [B24]273.89

Unknown11.59 J [R24]274.44



11.85 TCS 6448274.70AC 1028Two Way Frontage Rd Right AC 0.14 2 4FR

Frontage Access Road11.92 J [R24]274.77

Poland Dr & Collins Rd12.18 J [B24]275.03

12.19 JB Enter Prescott NF275.04

Poland Rd Left12.30 J275.15

12.70 JB Leave Prescott NF275.55

Private Access Road13.01 J [R24]275.86





Unknown14.25 J [B24]277.10

Unknown14.60 J [B24]277.45

Unknown15.13 J [L24]277.98

Unknown15.48 J [B24]278.33

Unknown15.81 J [B24]278.66

STP-029-1(19)P 416.01 DH278.86

Printed: 3/21/00 S 069153Page: MP 278.86


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 1024STP-029-1(19)P AC 0.11 2 416.01 NB 99278.86AC 424STP-029-1(19)P AC 0.11 2 10SB 99




Main St16.26 J -----[B124]279.11

16.31 X Humboldt Unincorp Elev 4560279.16



Local Road16.51 J [B24]279.36

Local Road16.84 J [B24]279.69



Local Road17.13 J [B24]279.98

S 169 to I 01717.20 J280.05

AC 848STP-029-1(8)P AC 0.42 4 817.56 UH 95280.41MD Var Painted Median

Local Road17.62 J [L2]280.47

17.71 TCS 11899280.56

Local Road17.81 J [R4]280.66

MBH 1448F29 1 506 1S38 9 AC 0.90 4 1417.98 UH 90280.83

S 169 to I 01718.22 J -----[B1234]281.07

Kachina St18.88 J281.73MBH 848F29 1 506 1S38 9 AC 0.37 4 8UH 90


MBH 1448F29 1 506 1S38 9 AC 0.22 4 1419.25 UH 90282.10

MBH 848F29 1 506 1S38 9 AC 0.10 4 819.47 UH 90282.32MD 12 ft Painted Median

MBH 1648F29 1 506 1S2389 AC 1.47 4 1019.57 UH 90282.42

19.58 TCS 18535282.43

Fain Rd/Country Club Rd20.65 J -----[B1234]283.50

MBH 1048F29 1 504 7S38 7 AC 1.42 4 1021.04 UH 90283.89

1248Lynx Creek 4 12 198 ft Conc21.26 BR 90284.11

Printed: 3/21/00 S 069154Page: MP 284.11


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

21.82 UB Prescott Valley Strip Annex near Gun Club Rd284.67

22.35 TCS 21931285.20

22.46 JB ECL Prescott Valley Elev 5100285.31MBH 1048F29 1 504 7S38 7 AC 1.44 4 10UH 90


Navajo Dr24.40 J [B124]287.25

Robert Rd24.64 J -----[B1234]287.49

Windsong Rd24.91 J [B24]287.76

25.25 TCS 21521288.10

Lake Valley Rd25.32 J [B1234]288.17


Prescott East Hwy26.65 J -----[B1234]289.50

MBH 448F029 1 6 S 387 AC 3.10 4 426.77 UH 88289.62MD 12 ft Painted Median

26.85 UB WUB Prescott Valley289.70

27.35 TCS 23938290.20

27.58 UB EUB Prescott290.43JB WCL Prescott Valley

28.67 JB ECL Prescott291.52

Yavapai Hills Rd29.25 J -----[B1234]292.10

MBH 448F029 1 6 S 38 6 AC 0.12 4 429.87 UH 88292.72MD 12 ft Painted Median

AC 848029-1(22)P AC 1.69 4 829.99 UH 95292.84MD 12 ft Painted Median

Walker Rd30.21 J [L23]293.06

Lee Bl30.48 J [B24]293.33

31.35 TCS 33305294.20

31.62 JB Temp Leave Prescott294.47

AC 848029-1(22)P AC 0.08 4 231.68 UH 95294.53MD 12 ft Painted MedianX Curb to Left

AC 248029-1(22)P AC 1.43 4 231.76 UH 95294.61MD 12 ft Painted MedianX Curb to Left and Right

Printed: 3/21/00 S 069155Page: MP 294.61


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Prescott Canyon Dr31.89 J [B124]294.74

32.02 JB Enter Yavapai IR294.87

Frontier Village Center32.55 J -----[L2]295.40

Sheraton Hotel Entrance32.95 J [B1234]295.80

32.99 TCS 39643295.84

SY069 West to North Wye Leg33.12 J295.97

33.19 JB Leave Yavapai IR enter Fort Whipple MR296.04F029 1 1 S 38 6 4DH

MBH 824F029 1 1 S 38 6 AC 0.30 2 4NB 71MBH 424F029 1 1 S 38 6 AC 0.18 2 8SB 71

MD Var Soil Median

End at S 089 in Prescott33.49 J -----296.34JB Reenter Prescott

Opposite Direction Route Length: 17.62 mi. Lengths of Frontage Roads and Others: 3.12 mi.Main Direction Route Length: 33.49 mi.SY069

Beg SY069 at S 069 in Prescott0.00 J295.97MBH 312Unknown AC 0.28 1 3UH 71

End SY069 at S 089 in Prescott0.28 J296.25


Beg U 070 at U 060 in Globe0.00 J -----252.14UB Inside GlobeJB Inside Gila County




0.06 TCS 8018252.20

MBH 248F022 4 515 NON 4 AC 0.79 4 20.17 UH 81252.31MD 12 ft Painted MedianX Curb to Right

Crestline Dr0.71 J -----252.85

MBH 824F022 4 515 NON 4 AC 0.32 2 80.96 UH 81253.10

1.28 JB Enter Tonto NF253.42MBH 248F022 4 515 NON 4 AC 0.14 4 2UH 81


Printed: 3/21/00 U 070156Page: MP 253.42


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 824F022 4 515S25317 AC 0.19 2 81.42 UH 81253.56

824Arizona Eastern RR 2 8 16 ' - 00"1.50 UP 59253.64

MBH 224F022 4 515 NON 4 AC 0.49 2 21.61 UH 81253.75MD 12 ft Painted Median

1.86 TCS 7462254.00

S 077 South to Winkelman1.97 J -----254.11

MBH 824F022 4 515 NON 4 AC 1.11 2 82.10 UH 81254.24

MBH 624F022 4 515FLH13A AC 0.23 2 63.21 UH 81255.35

3.44 UB ECL UB Globe255.58JB Enter San Carlos IR

MBH 624F022 4 515FLH13A AC 1.62 2 6UH 81

MBH 624BP022 4 519FLH13 AC 1.88 2 65.06 UH 83257.20

6.56 TCS 5284258.70

BIA 6 to Cutter6.72 J -----258.86

6.94 EQ MP 259.08 Back Equals 259.14 Ahead259.08MBH 524B022 4 51913A1 AC 6.86 2 5UH 83259.14

9.80 TCS 3416262.00

MBH 524F022 4 517F15 14 AC 4.87 2 513.80 UH 81266.00

MBH 524F022 4 517F15 14 AC 0.12 2 518.67 UH 81270.87

MBH 524F022 4 946F15 14 AC 0.56 2 518.79 UH 88270.99

SY170 to S 170 North to San Carlos18.86 J -----271.06

524Arizona Eastern RR 2 5 204 ft Steel19.07 OP 56271.27

324San Carlos River 2 3 785 ft Steel19.30 BR 56271.50

19.35 JB Graham County271.55MBH 524F022 4 946 15 AC 0.42 2 5UH 88

MBH 524F022 4 946 1 AC 0.36 2 519.77 UH 88271.97

19.80 TCS 6697272.00

MBH 336F022 4 527 946 1 AC 0.28 3 320.13 UH 91272.33MD Var Painted Median

New Peridot Siding20.35 J -----272.55

MBH 524F022 4 946 1 AC 2.39 2 520.41 UH 88272.61

MBH 524F022 4 28 1 AC 0.70 2 522.80 UH 90275.00

MBH 1224F022 4 28 1 AC 0.70 2 1223.50 UH 90275.70

MBH 524F022 4 28 1 AC 3.00 2 524.20 UH 90276.40

26.80 TCS 2233279.00

AC 524STP-022-4(31)P AC 8.00 2 527.20 UH 95279.40

Printed: 3/21/00 U 070157Page: MP 279.40


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 524F022 4 514 4 1 AC 1.95 2 535.20 UH 79287.40

MBH 524F022 4 514 4 1 AC 3.54 2 537.15 UH 79289.35

324Gila River 2 3 1829 ft Steel40.35 BR 57292.55

MBH 524F022 4 52015 10 AC 0.58 2 540.69 UH 85292.89

Coolidge Dam Rd South41.18 J -----293.38

MBH 524F022 4 520 4 4 AC 6.62 2 541.27 UH 85293.47

47.70 TCS 2434299.90

MBH 824F022 4 927 4 5 AC 6.01 2 847.89 UH 77300.09

Geronimo Elev 271249.34 J -----301.54

824Goodwin Wash 2 8 146 ft Conc49.67 BR 58301.87

MBH 824F022 4 513 4 5 AC 0.12 2 853.90 UH 78306.10

MBH 824F022 4 513 4 6 AC 7.99 2 854.02 UH 78306.22

Black Rock Rd (Fort Thomas Elev 2705)54.17 J306.37

824Fort Thomas Pedestrian OP 2 8 17 ' - 00"54.41 UP 95306.61

824Black Rock Wash 2 8 206 ft Conc54.56 BR 59306.76

55.80 TCS 3244308.00

Eden Rd60.25 J312.45

Klondyke Rd61.25 J -----313.45

62.01 EQ MP 314.21 Back Equals 325.31 Ahead314.21MBH 824F022 4 19NON87 AC 4.53 2 8UH 82325.31

62.70 TCS 2855326.00

524Matthews Wash 2 5 200 ft Conc62.95 BR 53326.25

66.54 JB WCL Pima Elev 2846329.84MBH 824F022 4 19F63 3 AC 0.30 2 8UH 82

524Cottonwood Wash 2 5 273 ft Conc66.84 BR 48330.14MBH 824F 63 3 MBL 0.06 2 8UH 48

Cottonwood Dr.66.90 J -----330.20AC 1048F-022-4-536 AC 0.51 4 10UH 93



67.10 TCS 3660330.40

Main St67.40 J -----[B24]330.70


Printed: 3/21/00 U 070158Page: MP 330.71


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

67.41 MD 8 ft Conc Curbed Median330.71

MBH 824F022 4 513F63 3 AC 0.74 2 867.56 UH 78330.86

68.30 TCS 8036331.60MBH 824F022 4 513F63 4 AC 0.37 2 8UH 78

68.67 JB ECL Pima331.97MBH 824F022 4 513F63 4 AC 3.03 2 8UH 78

Fourth East68.70 J -----332.00

69.70 TCS 8967333.00

AC 726MA-022-4(34)P AC 0.25 2 771.70 UH 97335.00

71.80 UB WUB Safford335.10

AC 248MA-022-4(34)P AC 0.06 4 271.95 UH 97335.25MD 12 ft Painted Median

AC 248MA-022-4(34)P AC 0.30 4 272.01 UH 97335.31MD 12 ft Painted MedianX Curb to Right

Palmer Rd72.06 J [R4]336.36

Main Street (Thatcher)72.22 J -----335.52JB WCL Thatcher Elev 2929

AC 246MA-022-4(34)P AC 0.86 4 572.31 UH 97335.61MD 11 ft Painted MedianX Curb to Left and Right

Reay Lane72.32 J335.62

72.70 TCS 13925336.00

AC 148MA-022-4(34)P AC 0.03 4 173.17 UH 97336.47X Curb to Left and Right

MBH 248F022 4 947FA 43 AC 0.10 4 273.20 UH 89336.50MD 12 ft Painted Median

First Ave73.30 J -----336.60MBH 248F022 4 947FA 43 AC 0.18 4 2UH 89


MBH 148F022 4 947 ST AC 1.00 4 073.48 UH 89336.78MD 12 ft Painted Median

74.00 TCS 15602337.30

MBH 148F022 4 947 ST AC 0.60 4 074.48 UH 89337.78MD 12 ft Painted Median

20th Ave74.67 J -----337.97JB ECL Thatcher & WCL Safford Elev 2900

75.00 TCS 19059338.30

Printed: 3/21/00 U 070159Page: MP 338.30


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 140F022 4 25 510 ST AC 0.01 4 175.08 UH 89338.38MD 10 ft Painted Median

AC 1048F-022-4-533 AC 1.72 4 1075.09 UH 94338.39MD 12 ft Painted MedianX Curb to Left and Right


11th Ave75.40 J [R4]338.70

10th Ave75.50 J [R4]338.80

8th Ave - River Rd75.67 J -----[B24]338.97

7th Ave75.74 J [B24]339.04

6th Ave75.82 J [B24]339.12

5th Ave75.89 J [B24]339.19

75.90 TCS 14162339.20

4th Ave75.96 J [B24]339.26

3rd Ave76.03 J [B24]339.33

2nd Ave76.09 J [B24]339.39

U 191 South to I 01076.16 J -----339.46

Gila Ave76.41 J [R4]339.71

76.50 TCS 8056339.80

Main St76.51 J [R4]339.81

Pine Ave76.69 J [B24]339.99

Hollywood Dr76.76 J -----340.06UB ECL UB Safford

F022 4 25 510 8 476.81 DH340.11MBH 824F022 4 25 510 8 AC 0.01 2 8EB 89MBH 824FO22 4 25 510 8 AC 0.01 2 8WB 89



77.60 TCS 7212340.90

Montierth Rd78.08 J [B2]341.38

Lone Star Lane Cutoff78.26 J [R4]341.56AC 824F-022-4-538 AC 4.68 2 8UH 94

Lone Star Lane78.42 J -----341.72

79.90 TCS 6285343.20

524San Simon River 2 5 153 ft Conc80.05 BR 48343.35

Upper Solomon Rd81.05 J -----344.35Printed: 3/21/00 U 070160Page: MP 344.35


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Bowie Ave81.07 J [B24]344.37

Clifton Ave81.80 J [R4]345.10

MBH 824F022 4 9 FA88A AC 3.46 2 882.94 UH 63346.24

83.60 TCS 2860346.90


U 191 North to Clifton86.19 J -----349.49

MBH 524F022 4 9 FA88A AC 6.19 2 586.40 UH 63349.70

MBH 624F 022 4 61B AC 11.07 2 692.59 UH 61355.89

524Slick Rock Wash 2 5 151 ft Conc94.53 BR 38357.83

524Shoat Tank Wash 2 5 126 ft Conc100.23 BR 38363.53

103.66 JB Greenlee County366.96MBH 824F022 4 12 AC 7.95 2 8UH 66

109.20 TCS 1019372.50

MBH 524F022 4 503 88B AC 3.28 2 5111.61 UH 84374.91

114.89 JB WCL Duncan Elev 3535378.19MBH 524F022 4 503 507 AC 0.06 2 5UH 67

MBH 824F022 4 507F 88C MBL 0.22 2 8114.95 UH 65378.25

Wilson Street115.17 J -----378.47MBH 824F022 4 507 MBL 0.15 2 8UH 65

X Curb to Right

MBH 824F022 4 507 F88C AC 0.23 2 8115.32 UH 65378.62X Curb to Left and Right

115.40 TCS 2012378.70


S 075 N to Clifton115.61 J -----378.91

024Town of Duncan Rest Area 0.06 2 0115.72 RA379.02

115.90 TCS 2429379.20


7th Street116.60 J -----379.90

MBH 824F 022 4 938 AC 0.05 2 8116.64 UH 82379.94

MBH 824F 022 4 11 AC 5.26 2 8116.69 UH 65379.99

116.77 JB ECL Duncan380.07

824Railroad Wash 2 8 68 ft Steel118.51 BR 65381.81

119.20 TCS 1405382.50

Printed: 3/21/00 U 070161Page: MP 382.50


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

824Bridge #0372 2 8 68 ft Conc121.86 BR 93385.16



Beg S 071 at U 060 East of Aguila0.00 J -----85.81JB Inside Maricopa County

MBH 224NON FAS 18 MBL 4.49 2 2UH 50

3.69 TCS 56689.50

4.49 EQ MP 90.30 Back Equals 89.79 Ahead90.30JB Yavapai County89.79

MBH 224F070 1 501 FAS1A AC 7.50 2 2UH 78

MBH 224F070 1 501 FL11A AC 5.47 2 211.99 UH 7897.29

MBH 224F070 1 502 FL11A AC 1.56 2 217.46 UH 79102.76

U 09317.60 J -----102.90224U 093 UP 0.00 2 2 15 ' - 02"TI 64

MBH 224F070 1 502 NONFA AC 5.27 2 219.02 UH 79104.32

20.80 TCS 631106.10

MBH 824F025 1 921 AC 0.09 2 824.29 UH 87109.59

End S 071 at S 089 near Congress24.38 J -----109.68


Beg S 072 at S 095 South of Parker0.00 J -----13.11JB Inside La Paz County

MBL 124NRS 112A STATE MBL 5.03 2 1UH 41

3.89 TCS 186517.00

BST 124WPSS 112C STATE BST 2.20 2 15.03 UH 3718.14

MBH 124State Forces MBL 6.73 2 17.23 UH 4520.34

Plomosa Rd (Bouse)13.94 J -----27.05

024FAS 112 E 1 MBL 5.41 2 013.96 UH 4027.07

524Butler Wash 2 5 110 ft Conc19.04 BR 6132.15

AC 124STP-265(7)P AC 11.20 2 119.37 UH 9732.48

23.89 TCS 139337.00

024FAS 112 D 1 MBL 0.82 2 030.57 UH 3943.68

AC 124STP-265(7)P AC 2.23 2 131.39 UH 9744.50

024FAS 112 D 1 MBL 3.18 2 033.62 UH 3946.73

End S 072 at U 060 at Hope36.80 J -----49.91

Printed: 3/21/00 S 072162Page: MP 49.91


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


Beg at U 060 near Carrizo Fort Apache IR0.00 J -----310.38JB Inside Navajo County

024USIS 12 15 BST 0.02 2 0UH 59

024STP-215(3)P AC 13.60 2 00.02 UH 96310.40

0.83 JB Gila County311.21

Local Road4.12 J [R4]314.50

4.52 TCS 835314.90

To Cedar Creek9.17 J -----319.55

024USIS 12 15 BST 3.06 2 013.62 UH 59324.00

MBH 524S215 505 USIS MBL 0.49 2 516.68 UH 71327.06

16.72 TCS 1122327.10

024USIS 12 14 BST 3.90 2 017.17 UH 58327.55

MBH 524S215 508 USIS12 AC 3.27 2 521.07 UH 78331.45

Farm Rd21.97 J [R14]332.35

Upper Canyon Day Rd23.27 J [B1234]333.65

Lower Canyon Day Rd23.43 J [R14]333.81

Road to Fort Apache24.34 J -----334.72MBH 524S215 508 STATE AC 0.85 2 5UH 78

West Fort Apache Rd24.53 J [R14]334.91

Fort Apache Rd24.69 J [R4]335.07

LDS Church Rd24.95 J [R14]335.33

Fort Apache Subdivision Rd25.07 J [R14]335.45

25.19 JB Navajo County335.57MBH 524S215 508 STATE AC 1.94 2 5UH 78

26.12 TCS 4944336.50

AC 664STP-215(1) AC 0.88 5 627.13 UH 95337.51MD 12 ft Painted Median

Local Road27.17 J [B1234]337.55

White River Airport Rd27.22 J [L2]337.60

ENT White River HI School27.87 J -----338.25

064STP-215(1) AC 1.44 5 028.01 UH 95338.39MD 12 ft Painted Median

28.12 TCS 11632338.50

28.23 X White River Elev 5220338.61

Printed: 3/21/00 S 073163Page: MP 338.61


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Local Road28.46 J [B24]338.84

White Mountain Apache Tribal Headquarters28.62 J -----339.00

024NON 215 STATE BST 0.26 2 029.45 UH 49339.83

MBH 224S215 507 NON215 AC 4.93 2 229.71 UH 77340.09

31.32 TCS 7245341.70

White River Hospital Entrance31.57 J -----341.95

North East Diamond Creek33.29 J [B1234]343.67

Lower CradleBoard33.96 J [L14]344.34

W. CliffRose St.34.54 J [L14]344.92

AC 424S-215-512 AC 0.19 2 434.64 UH 97345.02

W. HollyGrape St.34.70 J [L14]345.08

MBH 224S215 507 NON215 AC 1.22 2 234.83 UH 77345.21

MBH 524S215 507 504 AC 0.42 2 536.05 UH 77346.43

MBH 224S215 507 NON215 AC 1.40 2 236.47 UH 77346.85

MBH 524S215 507 504 AC 0.49 2 537.87 UH 77348.25

MBH 224S215 507 NON215 AC 0.16 2 238.36 UH 77348.74

524Post Office Canyon Wash 2 5 169 ft Steel38.49 BR 67348.87

MBH 524S215 906 NON215 AC 1.16 2 538.52 UH 75348.90

39.42 TCS 3692349.80

MBH 524S215 906 503 AC 0.99 2 539.68 UH 75350.06

524Coal Mine Canyon 2 5 194 ft Steel40.31 BR 67350.69

MBH 524S215 906 NON215 AC 1.58 2 540.67 UH 75351.05

MBH 824S215 906 NON215 AC 3.81 2 842.25 UH 75352.63

MBH 524S215 906 NON215 AC 0.31 2 546.06 UH 75356.44

MBH 324S215 906 NON 16 AC 0.74 2 346.37 UH 75356.75

AC 224F-044-1-519 AC 0.23 2 447.11 UH 97357.49

Private Access Road47.14 J [L3]357.52


SY260 Two Way Wye Leg47.29 J357.67

End S 073 at S 260 East47.34 J -----357.72


Beg S 074 at U 060 near Morristown0.00 J -----0.09JB Inside Maricopa County

MBH 824S 434 509 1 AC 1.14 2 8UH 74

Printed: 3/21/00 S 074164Page: MP 0.09


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

0.11 TCS 32850.20

MBH 824S 434 507 1 AC 3.79 2 81.14 UH 731.23

Castle Hot Springs Rd1.16 J1.25

MBH 824S 434 507 2 AC 5.00 2 84.93 UH 735.02

MBH 824S 434 507 503 AC 2.58 2 89.93 UH 7310.02

MBH 824S 434 508 503 AC 2.34 2 812.51 UH 7412.60

MBH 824S 434 508 504 AC 3.50 2 814.85 UH 7414.94

MBH 236S 434 508 504 AC 0.80 3 218.35 UH 7418.44

MBH 824S 434 508 504 AC 0.98 2 819.15 UH 7419.24

MBH 824S 434 508 3 AC 1.61 2 820.13 UH 7420.22

Road to Lake Pleasant20.80 J -----[L]20.89


1024Beardsley Canal 2 10 109 ft Conc21.25 BR 7321.34

21.36 UB EUB Phoenix21.45

21.41 TCS 453321.50

1024Waddell Canal 2 10 99 ft Conc21.58 BR21.67

MBH 824S 434 4 AC 0.46 2 821.74 UH 9021.83

99th Ave Alignment22.20 J -----22.29EQ MP 22.29 Back Equals 22.36 Ahead

MBH 824S 434 508 AC 0.02 2 8UH 7422.36

MBH 524S 434 508 AC 0.58 2 522.22 UH 7422.38

024County BST 1.65 2 022.80 UH 7322.96

New River Rd N24.02 J [L]24.18

Lake Pleasant Rd South to Sun City24.45 J24.61BST 124County BST 1.54 2 1UH 73

724New River #1 2 7 381 ft Conc25.94 BR 8526.10

AC 724ER-571(7) AC 0.30 2 725.99 UH 9326.15

BST 124County BST 4.19 2 126.29 UH 7326.45

724New River #2 2 7 381 ft Conc26.34 BR 8526.50

26.84 UB WUB Phoenix27.00

28.84 TCS 506929.00

MBH 524I 17 1 56 AC 0.20 2 530.48 UH 6430.64

End S 074 at I 017 on OP30.68 J -----30.84


Printed: 3/21/00 S 075165Page: MP 378.92


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Beg S 075 at U 070 in Duncan0.00 J -----378.92JB Inside Greenlee County

MBH 1224S 218 502 MBL 0.16 2 12UH 63

124Gila River 2 1 1246 ft Conc0.16 BR 48379.08MBH 224NON FA 13 MBL 0.23 2 2UH 48

0.18 TCS 2696379.10

MBH 524S 218 9 MBL 1.66 2 50.39 UH 63379.31

Virden Hw0.51 J -----[R]379.43

2.05 JB NCL Duncan380.97MBH 524S 218 9 MBL 0.29 2 5UH 63

MBH 524S 218 10 AC 3.59 2 52.34 UH 64381.26

024Sand Wash 2 0 162 ft Conc5.08 BR 39384.00

AC 524STP-079-1(1)P AC 6.87 2 55.93 UH 98384.85

524Goat Camp Wash Bridge 2 5 129 ft Conc8.34 BR 98387.26

524Sanders Wash Bridge 2 5 112 ft Conc9.67 BR 98388.59

10.08 TCS 1406389.00

524Bitter Creek 2 5 137 ft Conc10.86 BR 40389.78

824Apache Creek 2 8 228 ft Conc12.73 BR 67391.65

MBH 524S 218 507 AC 2.95 2 512.80 UH 67391.72

Apache Grove Rd12.93 J -----391.85

MBH 524S 218 16 AC 3.76 2 515.75 UH 67394.67

16.08 TCS 2174395.00

524Cottonwood Creek 2 5 162 ft Conc16.74 BR 40395.66

524C A Bar Wash 2 5 174 ft Conc17.92 BR 41396.84

U 191 and S 07819.51 J -----398.43X MI 19.51 - 29.03 Ovlps U 191

End S 075 in Clifton29.03 J407.95


Beg S 077 at I 010 on Univ Farms OP Tucson0.00 J -----68.10UB Inside TucsonJB Inside Pima County

F 011 1 2 4DHMBH 824F 011 1 2 MBL 0.16 2 4EB 57MBH 424F 011 1 2 MBL 0.16 2 8WB 57



Printed: 3/21/00 S 077166Page: MP 68.25


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile



Local Road0.36 J [B24]68.46

Flowing Wells Rd0.45 J [B24]68.55

Fairview Ave0.95 J [B24]69.05

15th Ave1.20 J [R4]69.30

1.30 TCS 4739369.40



Oracle Rd (Ex SB010 East)1.46 J -----69.56F 031 1 12 6DH

MBH 236F 031 1 12 AC 1.25 3 2NB 79MBH 236F 031 1 12 AC 1.25 3 2SB 79


2.00 TCS 5460470.10

Prince Rd2.20 J70.30

Roger Rd2.69 J -----[B24]70.79

F031 1 506 7 62.71 DH70.81MBH 236F031 1 506 7 AC 0.18 3 0NB 72MBH 036F031 1 506 7 AC 0.18 3 2SB 72




3.30 TCS 5633371.40

136Rillito Creek (EB) 3 1 316 ft Conc3.71 BR 7071.81136Rillito Creek (WB) 3 1 316 ft ConcBR 70



Printed: 3/21/00 S 077167Page: MP 71.87


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

River Rd3.99 J -----[B13]72.09



4.20 JB NCL Tucson (Genematas Dr)72.30

5.40 TCS 5769573.50



Ina Rd6.74 J -----74.84



8.29 JB SCL Oro Valley (Camino Cortaro)76.39

8.90 TCS 3829577.00F 031 1 955 11 6DH

MBH 1236F 031 1 955 11 AC 0.53 3 0NB 91MBH 036F 031 1 955 11 AC 0.53 3 12SB 91


Calle Concordia9.30 J -----[B1234]77.40



10.10 TCS 3561878.20



Tangerine Rd10.90 J -----[L2]79.00

B 031 1 513 410.98 DH79.08MBH 1024B 031 1 513 AC 3.10 2 10NB 85MBH 1024B 031 1 513 AC 3.10 2 10SB 85


1224Canada Del Oro (EB) 2 10 455 ft Conc12.74 BR 8580.841024Canada Del Oro (WB) 2 12 455 ft ConcBR 85

VLT 031 1 514 414.08 DH82.18MBH 1024VLT 031 1 514 AC 0.72 2 2NB 89

Printed: 3/21/00 S 077168Page: MP 82.18


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 224VLT 031 1 514 AC 0.72 2 1014.08 SB 8982.18MD 16 ft Conc Curbed Median

MBH 1048VLT 031 1 514 AC 2.99 4 1014.80 UH 8982.90MD 30 ft Painted Median

15.40 TCS 2155683.50

16.18 UB NUB Tucson84.28JB NCL Oro Valley

MBH 448VLT 031 1 514 AC 1.55 4 417.79 UH 8985.89MD 12 ft Painted MedianX Curb to Left and Right

AC 848STP-031-1(40) AC 0.07 4 819.34 UH 9587.44MD 12 ft Painted Median

STP-031-1(40) 419.41 DH87.51AC 824STP-031-1(40) AC 3.48 2 4NB 95AC 424STP-031-1(40) AC 3.48 2 8SB 95


19.72 JB Pinal County87.82

Goodman Rd19.95 J -----88.05


21.26 TCS 1914889.50

AC 824STP-031-1(40) AC 0.11 2 822.89 UH 9590.99

S 079 N Oracle Junction22.90 J -----91.14

BST 524NON FAS 253 55A BST 0.30 2 523.00 UH 5591.24

AC 824F-031-538 AC 4.40 2 823.30 UH 9591.40

MBH 824R 031 1 9 AC 0.58 2 827.70 UH 7495.94

27.76 TCS 1396996.00

AC 836F-031-534 AC 0.26 3 428.28 UH 9396.52MD 12 ft Painted Median

Biosphere II Conference Center28.37 J [R14]96.61

MBH 824R 031 1 9 AC 6.14 2 828.54 UH 7496.78

Old Hwy 7732.02 J -----100.26

33.46 TCS 10031101.70

MBH 336F 031 1 9 AC 0.95 3 134.68 UH 74102.92

Oracle North Leg35.08 J -----103.32

35.63 EQ MP 103.87 Back Equals 104.73 Ahead103.87MBH 336S 253 10 MBL 0.12 3 1UH 58104.73

AC 236F-031-530 AC 6.09 3 235.75 UH 93104.85

Printed: 3/21/00 S 077169Page: MP 104.85


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

37.90 TCS 12503107.00

San Manuel Reddington Rd40.05 J -----109.15412San Manuel Rd OP 0.46 1 4 96 ft ConcTI 57

MBH 336S 253 4 8 MBL 2.35 3 141.84 UH 57110.94

42.90 TCS 7741112.00

MBH 336S 253 4 8 MBL 0.27 3 144.19 UH 57113.29

44.28 JB SCL Mammoth Elev 2348113.38

MBH 224S 253 4 8 MBL 0.06 2 244.46 UH 57113.56MD 12 ft Painted Median

Main St (Mammoth)44.52 J -----113.62MBH 224NS253 60C NS253 MBL 0.34 2 2UH 60


MBH 824NS253 60C NS253 MBL 1.37 2 844.86 UH 60113.96

45.30 TCS 6589114.40

Owens Place46.23 J -----115.33JB NCL Mammoth

MBH 824S253 60C4NS253 MBL 0.17 2 8UH 60

324Tucson Wash 2 3 173 ft Steel46.25 BR 60115.35

MBH 824NS 253 61A MBL 4.94 2 846.40 UH 61115.50


324Zapata Wash 2 3 165 ft Conc50.11 BR 61119.21

AC 824F-031-1-541 AC 11.08 2 851.34 UH 97120.44

51.90 TCS 4610121.00

124Aravaipa Creek 2 1 307 ft Steel54.43 BR 53123.53

Aravaipa Rd54.97 J [B124]124.07

Local Road58.95 J [L2]128.05

824Eskiminzin Wash 2 8 149 ft Steel61.18 BR 65130.28

Unpaved Entrance to Dudleyville Landfill62.42 J [R4]131.52AC 224F-031-1-541 AC 0.27 2 2UH 97


Indian Hills Dr62.69 J [L2]131.79AC 824f-031-1-541 AC 2.79 2 8UH 97

424Gila River 2 2 744 ft Steel65.48 BR 65134.58MBH 1224F031 1 931 1 4 AC 0.14 2 12UH 77

65.52 JB Gila County134.62

65.57 JB SCL Winkelman Elev 1972134.67

F-031-1(38) 465.62 DH134.72

Printed: 3/21/00 S 077170Page: MP 134.72


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 124F-031-1(38) AC 0.17 2 165.62 NB 93134.72AC 124F-031-1(38) AC 0.17 2 1SB 93


S 177 N65.71 J -----134.81

AC 148F-031-1(38) AC 0.08 4 165.79 UH 93134.89MD 10 ft Painted Median

AC 624F-031-1(38) AC 7.46 2 665.87 UH 93134.97

65.93 JB NCL Winkleman135.03


BST 124S 253 2 BST 6.60 2 173.33 UH 55145.76

Christmas Rd74.04 J146.47

024Drippings Springs Wash Bridge 2 0 229 ft Conc75.21 BR147.64

MBH 124NON 253 57 B MBL 6.57 2 179.93 UH 57152.36

G 2812SB 0.28 1 4183.30 TR155.73

MBH 224S 253 9 11 MBL 2.56 2 286.50 UH 58158.93

89.06 JB Tonto NF161.49MBH 224S 253 9 11 MBL 1.51 2 2UH 59

MBH 224F031 1 509 S253 AC 3.11 2 290.57 UH 78163.00

91.57 TCS 2430164.00

MBH 524F031 1 509 S253 AC 2.31 2 593.68 UH 78166.11

95.99 UB SCL SUB Globe168.42MBH 524F031 1 509 S253 AC 2.51 2 5UH 78

U 070 (MI 98.50 - 100.47 Ovlps U 070 MI 1.97 - 0.00)98.50 J -----170.93

100.47 X MI 100.47 - 186.96 Ovlps U 060 MI 222.36 - 308.85173.18

Cont S 077 at U 060 - Show Low186.96 J -----342.20UB Inside ShowlowJB Inside Navajo CountyJB Inside Sitgreaves NF

MBH 824F027 1 513F136A AC 0.88 2 8UH 88

MBH 824F027 1 513 AC 0.19 2 8187.84 UH 88343.08

188.03 UB NUB NCL Show Low343.27MBH 124FAP 136A 2 MBL 0.13 2 1UH 41

AC 824F-027-1-519 AC 4.30 2 8188.16 UH 93343.40

190.66 TCS 6936345.90

AC 448F-027-1-519 AC 0.98 4 4192.46 UH 93347.70

MBH 124FAP 136A 2 MBL 0.51 2 1193.44 UH 41348.68

MBH 524F027 1 511F136A2 AC 0.41 2 5193.95 UH 87349.19

Printed: 3/21/00 S 077171Page: MP 349.19


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Lone Pine Dam Rd194.10 J [L23]349.34

AC 448F-027-1-517 AC 2.04 4 4194.36 UH 92349.60

White Mountain Lake Rd194.39 J -----[R14]349.63

195.41 JB Leave Sitgreaves NF350.65

196.17 JB Enter Sitgreaves NF351.41

AC 824F-027-1-517 AC 0.89 2 8196.40 UH 92351.64


AC 824ER-027-1(17) AC 0.06 2 8197.29 UH 93352.53

AC 824F-027-1-517 AC 0.57 2 8197.35 UH 92352.59

024FAP 136B 2 MBL 0.07 2 0197.92 UH 41353.16

MBH 824F 027 1 512 AC 0.32 2 8197.99 UH 89353.23

198.06 TCS 6168353.30


198.63 JB SCL Taylor Elev 5640353.87

MBH 824F 027 1 512 AC 3.09 2 8198.76 UH 89354.00

124Show Low Creek 2 1 130 ft Steel199.13 BR 41354.37

MBH 824F 027 1 512 AC 0.08 2 8201.85 UH 89357.09


202.00 EQ MP 357.24 Back Equals 357.04 Ahead357.24X Curb to Left and Right357.04


Pinedale202.21 J -----357.25


202.76 TCS 10001357.80

Bull Duck Lane (Taylor)202.83 J -----357.87


203.76 TCS 20181358.80

203.79 JB NCL Taylor SCL Snowflake358.83


Printed: 3/21/00 S 077172Page: MP 358.90


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Snowflake Jr High204.51 J -----359.55


205.26 TCS 13325360.30


4th St South205.46 J [B4]360.50

AC 848F-027-1-520 AC 0.57 4 8205.56 UH 93360.60

1st St. South205.75 J [B24]360.79


S 277 S to Heber and Rd East to Concho206.03 J -----361.07


AC 624F-027-1-520 AC 0.12 2 6206.28 UH 93361.32

AC 824STP-027-1(14)P AC 0.51 2 8206.40 UH 94361.44

124Cottonwood Wash 2 1 315 ft Conc206.62 BR 41361.66

MBH 224F027 1 507F131K AC 0.35 2 2206.91 UH 80361.95

MBH 224F027 1 507F131K AC 0.84 2 2207.26 UH 80362.30

207.76 TCS 3218362.80

AC 224F027 1 507F1312 AC 1.96 2 2208.10 UH 80363.14

NCL Snowflake210.06 J -----365.10MBH 224F027 1 507F1312 AC 7.90 2 2UH 80

217.46 TCS 4800372.50

MBH 224F 027 1 8 131 AC 3.21 2 2217.96 UH 83373.00

MBH 224F 027 1 8 N131 AC 7.79 2 2221.17 UH 83376.21

224Washboard Creek 2 2 101 ft Conc224.22 BR 38379.26

MBH 224B027 1 509 131 AC 3.52 2 2228.96 UH 83384.00

S 377 S to Heber231.17 J -----386.21

231.96 TCS 5935387.00

232.48 JB SCL Holbrook387.52MBH 824B 027 1 509 131 AC 0.08 2 8UH 83

MBH 248B 027 1 12 AC 0.84 4 2232.56 UH 88387.60

U 180 South232.76 J -----387.80

232.96 TCS 11000388.00

Printed: 3/21/00 S 077173Page: MP 388.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

248Little Colorado River 4 2 1723 ft Conc232.99 BR 88388.03

MBL 1424FAP 78D MBL 0.15 2 14233.40 UH 30388.44

PCC 1424NRM 78D PCC 0.08 2 14233.55 UH 35388.59X Curb to Left and Right

SB040 (MI 233.63 - 234.42 Ovlps SB040 MI 701.62 - 702.41)233.63 J -----388.67

I 040 (MI 234.42 - 240.37 Ovlps I 040 MI 286.46 - 292.41)234.42 J389.46

S 077 at I 040 near Holbrook240.37 J -----395.18MBH 624I 40 5 37 AC 0.12 2 6UH 67

624I 040 UP 0.00 2 6 15 ' - 02"240.38 TI 67395.19

MBH 624S245 903I40 5 37 AC 0.14 2 6240.49 UH 88395.30

024S245 903 501 AC 5.97 2 0240.63 UH 88395.44

024Leroux Wash 2 0 397 ft Steel246.60 BR 49401.41024S245 903 501 AC 7.52 2 0UH 88

247.19 TCS 3041402.00

End S 077 at Navajo IR Boundary254.12 J -----408.93


Beg S 078 at U 191 & S 0750.00 J -----154.55JB Inside Greenlee CountyX MP 155 to 165 set by Odometer

024S 348 1 MBL 0.94 2 0UH 53

024NON FA 348 61A BST 2.53 2 00.94 UH 61155.49

Clifton Airport Rd1.07 J155.62

3.45 TCS 294158.00

MBH 124S 348 901 MBL 7.05 2 13.47 UH 68158.02

BST 224RS 348 3 BST 0.15 2 210.52 UH 75165.07

10.67 X Enter Apache NF165.22BST 224RS 348 3 BST 3.79 2 2UH 75

14.46 EQ MP 169.01 Back Equals 169.53 Ahead169.01MBH 124State MBL 5.20 2 1UH 69169.53

End S 078 at AZ/NM State Line19.66 J -----174.73


Beg S 079 at S 077 Oracle Junction0.00 J -----91.14JB Inside Pinal County

MBH 224F 081 1 903 AC 0.15 2 2UH 85MD 12 ft Painted Median

MBH 824S 246 502 AC 0.81 2 80.15 UH 6791.29

Printed: 3/21/00 S 079174Page: MP 91.29


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

0.33 X Beg Pinal Pioneer Parkway91.47

324Big Wash 2 3 172 ft Conc0.48 BR 6791.62

0.96 EQ MP 92.10 Back Equals 92.24 Ahead92.10MBH 324F081 1 501 WPA AC 9.53 2 3UH 7992.24

AC 324F-081-1(3) AC 9.64 2 310.49 UH 97101.77

224Cadillac Wash 2 2 232 ft Conc10.59 BR 39101.87

17.72 TCS 2471109.00

224Brady Wash 2 2 126 ft Conc20.13 BR 41111.41MBH 324F081 1 501 WPA AC 0.03 2 3UH 79

MBH 324F081 1 1 S111 5 AC 3.56 2 320.16 UH 83111.44

MBH 324F081 1 1 S111 5 AC 15.08 2 323.72 UH 83115.00

30.23 X End Pinal Pioneer Parkway121.51

Cactus Forest Rd36.34 J -----127.62

38.42 TCS 4386129.70

MBH 824F081 1 1 S246 B AC 1.91 2 838.80 UH 83130.08

F081 1 1 S246 B A 440.71 DH131.99MBH 524F081 1 1 S246 B AC 0.21 2 5NB 83MBH 224F081 1 1 S246 A AC 0.21 2 2SB 83


F081 1 1 S246 B A 440.92 DH132.20MBH 224F081 1 1 S246 B AC 0.41 2 2NB 83MBH 224F081 1 1 S246 A AC 0.41 2 2SB 83


SB079 South End40.93 J -----132.21

MBH 824F081 1 2 S246 B AC 0.09 2 841.33 UH 88132.61

41.34 UB SUB Florence Elev 1500132.62

MBH 824F081 1 2 S 246 AC 0.30 2 841.42 UH 88132.70

Florence Heights41.62 J [L3]132.90

41.72 TCS 6612133.00MBH 248F081 1 2 S 246 AC 0.51 4 2UH 88


42.23 EQ MP 133.51 Back Equals 134.22 Ahead133.51SB079 Butte AveJ -----134.22

MBH 848F 019 1 6 MBL 0.53 4 8UH 59X Curb to Left and Right

42.41 TCS 10233134.40

Diversion Dam Rd E42.75 J -----[R]134.74

Printed: 3/21/00 S 079175Page: MP 134.74


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 848F 019 1 6 MBL 0.50 4 842.76 UH 59134.75

MBH 824NON F 019 1 C MBL 0.62 2 843.26 UH 57135.25

43.61 TCS 9951135.60324Gila River 2 3 1507 ft ConcBR 57

MBH 824F019 1 11 MBL 1.54 2 843.88 UH 60135.87

Hunt Highway44.03 J [L3]136.02

44.51 SC MP 136.50 - 136.70 Striped as 2 Lanes with 12' TWLTL Per Video Log (98)136.50

Caliente44.61 J [L3]136.60

Florence Gardens44.71 J -----[L3]136.70

45.42 UB NCL UB Florence137.41MBH 824F019 1 11 MBL 3.06 2 8UH 60

Arizona Farms Rd48.44 J140.43

MBH 824F019 1 11 MBL 1.35 2 848.48 UH 60140.47

MBH 824F019 1 9 MBL 0.67 2 849.83 UH 60141.82

MBH 824F019 1 11 MBL 0.06 2 850.50 UH 60142.49

MBH 824F019 1 9 MBL 2.59 2 850.56 UH 60142.55

51.31 TCS 6443143.30

MBH 824F019 1 11 MBL 1.63 2 853.15 UH 60145.14

MBH 824F019 1 9 MBL 1.46 2 854.78 UH 60146.77

MBH 824F019 1 11 MBL 0.14 2 856.24 UH 60148.23

MBH 824F019 1 9 MBL 1.91 2 856.38 UH 60148.37

SY07958.18 J150.17

End S 079 at U 06058.29 J -----150.28

Opposite Direction Route Length: 0.62 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 58.29 mi.SB079

Beg SB079 at S 079 NB in South Florence0.00 J -----132.21JB Inside Pinal County

NS 246 A 2DHMBH 212NS 246 A AC 0.34 1 2NB 61MBH 212NS 246 A AC 0.34 1 2SB 61

MD Var Soil Median

S 079 SB0.13 J132.34

0.19 TCS 1437132.40

MBH 448NS 246 A AC 0.25 4 40.34 UH 61132.55

0.50 UB SCL SUB Florence Elev 1500132.71

S 287 West0.59 J -----132.80MBH 1124NF019 1B FAP94B AC 0.08 2 11UH 61

Printed: 3/21/00 SB079176Page: MP 132.80

SB079STATE HIGHWAY SYSTEM LOG - SB079 MP 132.80(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1824NF019 1B FAP94B AC 0.68 2 180.67 UH 61132.88X Curb to Left and Right

0.89 TCS 8576133.10

Butte St1.35 J -----133.56MBH 1648AFE 8013 640 MBL 0.46 4 16UH 58


1.59 TCS 4711133.80

End SB079 at S 079 in North Florence1.81 J -----134.02


Beg SY079 near U 0600.00 J150.17MBL 318F019 1 9 MBL 0.05 1 3UH 60

End SY079 at U 0600.05 J150.22


Beg S 080 at SB010 in Benson0.00 J -----293.27JB Inside Cochise County

STP-016-1(28)P 2DHAC 614STP-016-1(28)P AC 0.22 1 2EB 97AC 214STP-016-1(28)P AC 0.22 1 6WB 97


AC 224STP-016-1(28)P AC 0.11 2 20.22 UH 97293.49

BST 824FAP 79D 3 MBL 0.01 2 80.33 UH 41293.60

MBH 824F016 1 513 6 AC 2.40 2 80.34 UH 74293.61

0.73 TCS 9700294.00

Road to Country Club1.39 J -----294.66

2.53 TCS 6437295.80

2.74 JB SCL Benson296.01MBH 824F016 1 513 6 AC 2.58 2 8UH 74

Apache Powder Rd S5.07 J -----298.34



MBH 824F016 1 511 10 AC 0.14 2 85.48 UH 79298.80

MBH 524F016 1 511 F79D AC 1.17 2 55.62 UH 79298.94

6.18 TCS 5602299.50

Sybil Dr6.46 J -----299.78

Printed: 3/21/00 S 080177Page: MP 299.78


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

6.68 TCS 5813300.00

MBH 1224F016 1 511 F79D AC 0.42 2 126.79 UH 79300.11

6.85 X St David Unincorp Elev 3660300.17

MBH 524F016 1 511 F79D AC 3.90 2 57.21 UH 79300.53

ADOT Yard Entrance7.38 J -----[L]300.70

7.68 TCS 4667301.00

Golden Bell Rd8.38 J -----301.70

MBH 524B016 1 518F79 27 AC 4.71 2 511.11 UH 84304.43

11.51 TCS 3706304.83

324Clifford Wash 2 3 203 ft Conc14.42 BR 56307.74

MBH 524B016 1 518 1 2 AC 2.86 2 515.82 UH 84309.14

MBH 524F 016 1 2 MBL 0.17 2 518.68 UH 57312.00

MBH 524F 016 1 3 MBL 1.59 2 518.85 UH 59312.17

524Willow Gulch 2 5 162 ft Conc19.47 BR 59312.79

MBH 524F016 1 527 1 3 AC 0.06 2 520.44 UH 90313.76

MBH 1624F016 1 527 1 3 AC 0.27 2 820.50 UH 90313.82

S 082 West20.59 J -----313.91

MBH 824F016 1 527 1 3 AC 0.09 2 820.77 UH 90314.09

MBH 824F 016 1 3 MBL 1.21 2 820.86 UH 59314.18

21.68 TCS 3989315.00

22.07 JB NCL Tombstone Elev 4540315.39MBH 824F 016 1 3 MBL 0.11 2 8UH 59

324Walnut Canyon 2 3 202 ft Conc22.09 BR 34315.41

MBH 824F016 1 12 AC 0.11 2 822.18 UH 64315.50

MBH 824FO16 1 12 AC 0.92 2 822.29 UH 64315.61


Road to Boot Hill23.22 J -----[L]316.54

23.88 TCS 5819317.20

848Pedestrian OP 4 8 15 ' - 09"24.14 UP 63317.46

24.15 EQ MP 317.47 Back Equals 317.80 Ahead317.47AC 524STP-0616-1(26) AC 14.30 2 5UH 98317.80

Gleeson Rd24.37 J -----[L3]318.02

24.92 JB SCL Tombstone318.57

Printed: 3/21/00 S 080178Page: MP 318.57


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Davis Rd27.41 J [L3]321.06

324Government Draw 2 3 180 ft Steel32.05 BR 60325.70

35.35 TCS 1581329.00

MBH 524B016 1 922 60B AC 0.09 2 538.45 UH 88332.10

MBH 524B016 1 922F79 28 AC 1.01 2 538.54 UH 88332.19

S 090 West39.20 J -----332.85

MBH 524B016 1 922F79 28 AC 4.41 2 539.55 UH 88333.20

324Tombstone Canyon 2 3 110 ft Steel39.62 BR 56333.27

42.65 TCS 4525336.30

036B016 1 922F79 28 AC 0.11 3 043.96 UH 88337.61EB Passing LanePL 95

MBH 236F-016-1-529 AC 0.76 3 544.07 UH 95337.72

MBH 524B016 1 922F79 28 AC 0.05 2 544.83 UH 88338.48

MBH 524B 016 1 922 1 AC 0.51 2 544.88 UH 88338.53

036B 016 1 922 1 AC 0.31 3 045.39 UH 88339.04

136Mule Pass 3 1 14 ' - 00"45.41 TN 58339.06

45.65 UB WUB WCL Bisbee339.30

MBH 524F 016 1 1 MBL 0.24 2 545.70 UH 58339.35

MBH 524F 016 1 1 MBL 0.10 2 545.94 UH 58339.59

MBH 824F 016 1 7 MBL 1.10 2 846.04 UH 60339.69

West Blvd46.16 J -----339.81812West Blvd OP 0.27 1 2 92 ft SteelTI 60

46.68 JB Temp Leave Bisbee340.33

46.78 JB Reenter Bisbee340.43


46.95 TCS 4214340.60


47.14 JB Temp Leave Bisbee340.79MBH 236F 016 1 11 MBL 0.70 3 2UH 61




Main St47.84 J -----341.49812Brewery Gulch 0.52 1 2 40 ft ConcTI 61

MBH 248F016 1 11 507 AC 0.47 4 2UH 69MD 12 ft Painted Median

Printed: 3/21/00 S 080179Page: MP 341.49


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile



48.95 TCS 8498342.60

MBH 624FA79 N 016 902 AC 0.07 2 649.07 UH 69342.72

49.14 EQ MP 342.79 Back Equals 343.44 Ahead342.79MBH 624FA 79 1 NON 016 MBL 0.23 2 6UH 36343.44

022Lowell (EB) 2 0 14 ' - 03"49.29 UP 42343.59524Lowell (WB) 2 5 14 ' - 03"UP 58

MBH 724F11 6 MBL 0.83 2 749.37 UH 47343.67

S 092 West and Warren Rd49.42 J -----343.72

49.70 TCS 5275344.00

East St49.95 J -----344.25

50.15 UB ECL EUB Bisbee344.45


MD Var Soil Median

53.10 TCS 5923347.40

53.16 EQ MP 347.46 Back Equals 347.39 Ahead347.46MBH 724F016 1 515F11 5 AC 0.66 2 7UH 79347.39

Double Abode Rd N53.80 J -----348.03

BST 724F 11 5 MBL 0.13 2 753.82 UH 48348.05

MBH 724F016 1 515 F115 AC 4.05 2 753.95 UH 79348.18

54.87 TCS 3999349.10

MBH 624F016 1 514 F115 AC 4.17 2 658.00 UH 78352.23

MBH 724F016 1 514 F11C1 AC 1.07 2 762.17 UH 78356.40

Paul Spur62.27 J -----356.50

62.77 TCS 4460357.00

F016 1 18 FA11C 463.24 DH357.47MBH 1024F016 1 18 FA11C AC 3.99 2 4EB 76MBH 424F016 1 18 AC 3.99 2 10WB 76



MD Var Soil Median

Printed: 3/21/00 S 080180Page: MP 361.46


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1648White River Draw 4 16 218 ft Conc70.05 BR 73364.28

U 191 North to I 01070.43 J -----364.66UB WUB Douglas


MD Var Soil Median

70.83 JB WCL Douglas Elev 4020365.06

70.87 TCS 7447365.10

70.92 JB Temp Leave Douglas365.15

71.10 JB Reenter Douglas365.33

044F 016 1 17 AC 0.13 4 071.28 UH 73365.51

Pirtleville Rd (Douglas)71.41 J -----365.64MBH 144F016 1 517 AC 0.40 4 1UH 83


71.77 TCS 11622366.00

PCC 1124WPGM 79H PCC 0.13 2 1171.81 UH 36366.04X Curb to Left and Right

224San Pedro & Southwestern RR (EB) 2 1 12 ' - 10"71.87 UP 36366.10124San Pedro & Southwestern RR (WB) 2 2 13 ' - 02"UP 36

15th St71.94 J366.17MBH 848F016 2 502 CITY AC 0.06 4 8UH 71


MBH 848F016 1 24 CITY AC 0.30 4 872.00 UH 90366.23MD 12 ft Painted Median

UB191 South (Cont South Along G Ave)72.01 J366.24

10th St (Cont East Along 10th St)72.27 J -----366.50

048F16 1 24 NON 79 AC 0.53 4 072.30 UH 90366.53MD 10 ft Painted MedianX Curb to Left and Right

72.57 TCS 13273366.80

A Ave (Cont North Along A Ave)72.83 J -----367.06MBH 824F16 1 24 NON 79 AC 0.60 2 8UH 90


73.27 TCS 8746367.50

MBH 824F16 1 24 NON 79 AC 0.26 2 873.43 UH 90367.66

22nd St73.69 J -----367.92

Printed: 3/21/00 S 080181Page: MP 367.92


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

73.69 JB NCL Douglas367.92MBH 824F16 1 24 WPA AC 0.04 2 8UH 90

MBH 824F016 2 1 STATE AC 0.23 2 873.73 UH 86367.96

73.77 TCS 3046368.00

Leslie Canyon Rd73.95 J368.18UB NUB Douglas

MBH 824F016 2 1 STATE AC 0.18 2 873.96 UH 86368.19

MBH 524F016 2 1 NON14 AC 10.57 2 574.14 UH 86368.37

Washington St75.17 J -----369.40


024F016 2 908STATE AC 9.93 2 084.71 UH 86378.94

524Silver Creek 2 5 80 ft Conc87.53 BR 30381.76

024F016 2 908STATE AC 0.76 2 094.64 UH 86388.87

MBH 424F16 2 908 WPA AC 1.95 2 495.40 UH 86389.63

MBH 224F16 2 908STATE AC 2.42 2 297.35 UH 86391.58

97.77 TCS 750392.00

AC 224STP-016-2(2) AC 12.02 2 299.77 UH 96394.00

BST 224FAP 38 NON 38 BST 0.02 2 2111.79 UH 54406.02

AC 242F-016-2-505 AC 9.33 2 2111.81 UH 97406.04

BST 224FAP 38 NON 38 BST 0.02 2 2121.14 UH 54415.37

End S 080 at AZ/NM Line121.16 J -----415.39


Beg S 081 at U 1800.00 J -----380.16JB Inside Apache County

BST 124S 292 1 BST 1.65 2 1UH 62

0.84 TCS 285381.00

End S 081 at Lyman Lake1.65 J -----381.81


Beg S 082 at SB019 in Nogales0.00 J -----1.19UB Inside NogalesJB Inside Santa Cruz County



Printed: 3/21/00 S 082182Page: MP 1.19


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile



448SB019 OP 0.00 4 4 866 ft Conc0.21 TI 671.40

0.41 TCS 40971.60


Thelma Street0.53 J -----1.72MBH 448F 012 1 18 AC 0.22 4 4UH 69



1.01 TCS 69832.20

MBH 448S275 504 F139 1 AC 0.10 4 41.81 UH 843.00MD 12 ft Painted MedianX Curb to Left and Right

Old Patagonia Rd1.87 J -----3.06

MBH 524S275 504F139 1 AC 0.99 2 51.91 UH 843.10

2.90 UB ECL UB Nogales4.09MBH 524S275 504F139 1 AC 0.75 2 5UH 84

3.21 TCS 31514.40

MBH 524S275 504NON 139 AC 1.28 2 53.65 UH 844.84

124Santa Cruz River 2 1 372 ft Conc4.48 BR 545.67

River Rd4.64 J -----5.83

MBH 524S275 504F 12 12 AC 5.04 2 54.93 UH 846.12

MBH 524S275 504F 12 13 AC 0.88 2 59.97 UH 8411.16

10.85 JB Enter Coronado NF12.04MBH 524S275 904F12 13 AC 1.05 2 5UH 81

Patagonia Lake Rd10.96 J [L]12.15

MBH 524S275 904F12 13 AC 0.61 2 511.90 UH 8113.09

12.51 JB Leave Coronado NF13.70MBH 524S275 904F12 13 AC 1.02 2 5UH 81

MBH 524S275 503F12 13 AC 1.31 2 513.53 UH 8114.72

MBH 524S275 503F12 14 AC 2.79 2 514.84 UH 8116.03

15.81 TCS 213917.00

Printed: 3/21/00 S 082183Page: MP 17.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

17.63 JB WCL Patagonia Elev 404418.82MBH 524S275 503F12 115 AC 0.14 2 5UH 81

Mckeown Ave17.69 J -----18.88

MBH 824S275 503F12 115 AC 0.34 2 817.77 UH 8118.96MD 12 ft Painted Median

18.01 TCS 227419.20

MBH 824S 275 503F12 115 AC 0.39 2 818.11 UH 8119.30MD 12 ft Painted MedianX Curb to Left and Right

Harshaw Rd18.38 J19.57

1424Sonoita Creek 2 14 130 ft Conc18.44 BR 6419.63

MBH 1424S275 503F12 115 AC 0.15 2 1418.50 UH 8119.69MD 12 ft Painted MedianX Curb to Left

18.65 EQ MP 19.84 Back Equals 20.35 Ahead19.84MBH 1424S275 503F 12 1 7 AC 0.20 2 14UH 8120.35

MD 12 ft Painted MedianX Curb to Left

Patagonia High School18.80 J -----20.50

MBH 524S275 502F 12 1 7 AC 0.55 2 518.85 UH 8020.55

19.40 JB ECL Patagonia21.10MBH 524S275 502F 12 1 7 AC 2.67 2 5UH 80

MBH 524S275 502F 12 111 AC 4.23 2 522.07 UH 8023.77

524Casa Blanca Wash 2 5 130 ft Conc22.62 BR 6624.32

24.30 TCS 216426.00

AC 524S-275-508 AC 4.20 2 526.30 UH 9628.00

20Rest Area 0.09 130.32 RA32.02

AC 836S-275-508 AC 0.18 3 130.50 UH 9632.20MD 12 ft Painted Median

S 083 Sonoita30.68 J -----[B1234]32.38AC 136S-275-508 AC 0.10 3 8UH 96



024F 27 2 AND 3 MBL 12.27 2 031.30 UH 4733.00

43.57 JB Cochise County45.27MBH 224S 275 2 FAS49 AC 5.93 2 2UH 82

44.30 TCS 220246.00

Printed: 3/21/00 S 082184Page: MP 46.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Mustang Heights Rd48.20 J -----49.90

49.30 TCS 251351.00

MBH 224S 275 2 FAS49 AC 0.31 2 249.50 UH 8251.20

MBH 224F 013 1 908 AC 0.24 2 249.81 UH 8751.51MD Var Painted Median

S 09049.94 J -----51.64

MBH 224S275 2 FAS 49 AC 2.44 2 250.05 UH 8251.75

MBH 124FAP AND FAS 49 MBL 3.11 2 152.49 UH 4154.19

024State MBL 2.94 2 055.60 UH 4157.30

57.80 TCS 69159.50

024State MBL 1.05 2 058.54 UH 4060.24

124San Pedro River 2 1 354 ft Conc59.50 BR 5361.20

024WPGS 49B State MBL 0.48 2 059.59 UH 4061.29

024San Pedro & South Western RR 2 0 127 ft Steel59.81 OP 3761.51

024State MBL 5.70 2 060.07 UH 4061.77

MBH 1224F 016 1 426 AC 0.10 2 865.77 UH 9067.47

End S 082 at S 080 near Tombstone65.87 J -----67.57


Beg S 083 Parker Canyon Lake in Coronado NF0.00 J -----3.19JB Inside Cochise CountyX MP 3 to 32 set by Odometer

016Forest Service Gravel 3.86 2 0UH 90

022Forest Service Gravel 0.77 2 03.86 UH 907.05

4.63 JB Santa Cruz County7.82022Forest Service Gravel 5.83 2 0UH 72

8.71 TCS 18411.90

022Forest Service Gravel 5.76 2 010.46 UH 9013.65

Canelo Ranger Station Rd12.01 J15.20

024County Gravel 4.45 2 016.22 UH 9019.41

17.91 JB Leave Coronado NF21.10

Frazier Ranch Rd20.31 J -----23.50

G 122County BST 5.45 2 120.67 UH 9023.86

21.81 TCS 40425.00

Elgin Rd23.79 J -----26.98

024FAP 27 County BST 1.23 2 026.12 UH 9029.31

Printed: 3/21/00 S 083185Page: MP 29.31


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

26.81 TCS 101330.00

024County BST 1.41 2 027.35 UH 9030.54

024County State BST 0.40 2 028.76 UH 9031.95

SR8229.16 J -----32.35EQ MP 32.35 Back Equals 33.18 Ahead

MBH 524S 249 501 AC 2.36 2 5UH 6633.18

MBH 524S 249 7 AC 1.23 2 531.52 UH 6435.54

32.75 JB Pima County36.77MBH 524S 249 7 AC 1.52 2 5UH 64

MBH 524S 249 4 6 MBL 2.14 2 534.27 UH 5938.29

36.41 JB Enter Coronado NF40.43MBH 524S 249 4 6 MBL 3.07 2 5UH 59

39.48 X Guardrails to the left and right as needed43.50AC 224STP-249(14)P AC 3.00 2 2UH 96


MBH 224S 249 1 MBL 0.70 2 242.48 UH 5746.59

43.18 JB Leave Coronado NF47.29MBH 224S 249 1 MBL 1.75 2 2UH 57

MBH 224S 249 2 MBL 3.16 2 244.93 UH 5849.04

45.89 TCS 186050.00

MBH 524S 249 8 AC 6.38 2 548.09 UH 6652.20

End S 083 at I 010 at Mountain View OP54.47 J -----58.58


Beg S 084 at I 008 Exit # 1510.00 J -----155.16JB Inside Pinal County

MBH 324I 8 2 46 AC 0.14 2 3UH 68

MBH 524NON F 002 61 B AC 5.45 2 50.14 UH 62155.30

1.84 TCS 1848157.00

AC 524RS-347(16)P AC 0.24 2 55.59 UH 93160.75MD 12 ft Painted Median

S 347 N (Maricopa Rd)5.72 J -----160.88

MBH 724F 102 2 4 MBL 3.98 2 75.83 UH 59160.99

6.84 TCS 5721162.00

F 102 2 4 49.81 DH164.97MBH 1024F 102 2 4 MBL 1.33 2 0EB 59MBH 024F 102 2 4 MBL 1.33 2 10WB 59


Printed: 3/21/00 S 084186Page: MP 164.97


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


Stanfield Rd10.76 J -----165.92

MBH 824F 102 2 4 MBL 0.07 2 811.14 UH 59166.30

MBH 724NON FA 002 2 MBL 7.58 2 711.21 UH 57166.37

824Santa Rosa Wash 2 8 194 ft Conc11.74 BR 54166.90

Anderson Rd N12.77 J167.93

15.74 TCS 9154170.90

Montgomery Rd16.77 J171.93

824Santa Cruz Wash 2 8 211 ft Conc18.62 BR 54173.78

Bianco Rd18.79 J173.95MBH 724F 002 2 61 A MBL 1.85 2 7UH 61

AC 348M950-4-502 AC 0.05 4 320.64 UH 92175.80MD 12 ft Painted Median


20.79 UB WCL UB Casa Grande Elev1405175.95

Garden Ave20.81 J [L2]175.97

Burris Rd(Casa Grande)20.84 J -----176.00

V.I.P. Blvd21.02 J [L2]176.18

Park Blvd North.21.43 J [R4]176.59

Adams Ave21.55 J [L2]176.71


21.74 TCS 21081176.90

Thornton Rd21.79 J [B24]176.95

Swanson Rd21.92 J [R4]177.08

Private Rd22.16 J [B4]177.32

MBH 224NON F014 1 501 AC 0.12 2 222.33 UH 62177.49MD 12 ft Painted Median

NON F014 1 501 422.45 DH177.61024NON F014 1 501 PCC 0.14 2 0EB 62

PCC 124NON F014 1 501 PCC 0.14 2 2WB 62MD 9 ft Conc Curbed MedianX Curb to Left and Right


AC 056STP-950-5(2)P AC 0.22 4 022.59 UH 98177.75

Printed: 3/21/00 S 084187Page: MP 177.75


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

22.59 MD 14 ft Painted Median177.75X Curb to Left and Right

22.81 X MP 177.97 - 195.20 Transferred to various others in October, 1997177.97S 387 and S 287J [B24]SR387 AND SR287J -----M950 4 501 6DH

MBH 148M950 4 501 AC 4 1EB 81MBH 324M950 4 501 AC 2 3WB 81


MBH 648M950 4 901 501 AC 4 622.87 UH 86178.03X Curb to Left and Right

23.14 TCS 12550178.30MBH 848NON FA 152 54 A MBL 4 8UH 54

MBH 848NON FA 152 54 A MBL 4 423.57 UH 54178.73X Curb to Left

2nd Street - Casa Grande Ave23.59 J -----178.75

23.84 TCS 12954179.00

Trekell Rd24.19 J179.35

Earley Rd24.43 J -----179.59UB SCL SUB Casa Grande

MBH 824NON FA 152 54A MBL 2 8UH 54

MBH 824F 014 1 2 MBL 2 825.28 UH 60180.44

25.84 TCS 11698181.00

MBH 624I 10 3 55 AC 2 627.78 UH 66182.94MD 12 ft Painted Median

MBH 624I 10 3 55 AC 2 628.07 UH 66183.23

I 01028.08 J -----183.241124EB I 010 UP 0.00 2 11 23 ' - 08"TI 66

1124WB I 010 UP 0.00 2 11 23 ' - 07"28.12 TI 66183.28

MBH 824F 014 12 MBL 2 828.30 UH 60183.46

Sunland Gin Rd29.17 J184.33

31.84 TCS 5659187.00

MBH 824NON F 014 1 502 AC 2 831.98 UH 62187.14

MBH 824F 014 1 502 AC 2 832.30 UH 62187.46

32.55 UB NCL UB Eloy Elev 1565187.71MBH 824F 014 1 502 AC 2 8UH 62

Toltec Hwy32.85 J188.01

MBH 824NON FA 014 1 MBL 2 833.45 UH 57188.61

Printed: 3/21/00 S 084188Page: MP 188.61


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Eleven Mile Corner Rd36.63 J -----191.79

NON FA 152 C 436.64 DH191.80MBH 824NON FA 152 C MBL 2 0EB 56MBH 024NON FA 152 C MBL 2 8WB 56

MD 15 ft Conc Curbed MedianX Curb to Left

37.34 TCS 5767192.50

Sunshine Blvd37.88 J -----193.04

38.21 JB ECL Eloy193.37MBH 824F 014 1 1 MBL 2 8UH 58

38.84 TCS 3496194.00

39.18 UB EUB Eloy @ La Palma Rd194.34

F 019 1 4 239.94 DH195.10MBH 1012F 019 1 4 MBL 1 2EB 59MBH 212F 019 1 4 MBL 1 10WB 59




S 087 N40.18 J -----195.34F 019 1 4 2DH

MBH 812F 019 1 4 MBL 0.12 1 2EB 59MBH 212F 019 1 4 MBL 0.12 1 2WB 59




SY084 NB to S 08740.32 J195.48

40.54 TCS 1875195.70

024Union Pacific RR (EB) 2 0 125 ft Steel40.60 OP 60195.76224Union Pacific RR (WB) 2 4 135 ft ConcOP 32



1124I 010 UP WB 0.00 2 5 15 ' - 05"40.87 TI 66196.01

End S 084 at I 01040.89 J -----196.05

Printed: 3/21/00 S 084189Page: MP 196.05


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


Beg SY084 South of S 0870.00 J195.48MBH 012F0551 4194Y LEG AC 0.11 1 0UH 84

End SY084 at S 0870.11 J195.59

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 0.11 mi.S 085(1)

Beg S 085(1) at SB008 in Gila Bend0.00 J -----0.00JB Inside Maricopa County

MBH 824S 222 22 AC 0.30 2 8UH 62X Curb to Left and Right

0.30 TCS 22780.30MBH 824S 222 22 PCC 0.12 2 8UH 62


0.35 JB SCL Gila Bend0.35824SB008 UP 0.00 2 8 14 ' - 08"TI 62

824Union Pacific RR 2 8 14 ' - 08"0.38 UP 620.38

MBH 824S 222 22 AC 0.34 2 80.42 UH 620.42

I 008 East Only0.57 J -----0.57824WB I 008 UP 0.00 2 8 15 ' - 03"TI 71

824EB I 008 UP 0.00 2 8 15 ' - 03"0.58 TI 710.58

MBH 824S 222 22 AC 2.62 2 80.76 UH 620.76

2.00 TCS 19902.00

Entrance Gila Bend Air Base3.34 J -----3.34


MBH 424S 222 19 MBL 4.88 2 45.07 UH 595.45

MBH 424S 222 21 MBL 4.73 2 49.95 UH 6010.33

MBH 624F075 1 904S22221 AC 0.25 2 614.68 UH 8715.06

MBH 324F075 1 904FLH10A AC 1.91 2 314.93 UH 8715.31

MBH 524F075 1 904S22222 AC 0.74 2 516.84 UH 8717.22

MBH 324F075 1 904FLH10 AC 1.17 2 317.58 UH 8717.96

MBH 224F075 1 904S22222 AC 0.33 2 218.75 UH 8719.13

MBH 224F075 1 904FLH10A AC 0.54 2 219.08 UH 8719.46

MBH 224F075 1 3PFLH10A AC 3.92 2 219.62 UH 8520.00

MBH 224F075 13 WPMS120 AC 1.08 2 223.54 UH 8523.92

MBH 224F075 13 WP120 AC 2.08 2 224.62 UH 8525.00

Printed: 3/21/00 S 085(1)190Page: MP 25.00

S 085(1)STATE HIGHWAY SYSTEM LOG - S 085(1) MP 27.08(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 224S 222 910 AC 5.46 2 226.70 UH 7027.08

32.12 TCS 147432.50

32.16 JB Pima County32.54MBH 224S222 910 F 120B AC 4.51 2 2UH 70

024Rio Cornez 2 0 277 ft Steel32.56 BR 3832.94

MBH 124S222 910 F 120C AC 3.81 2 136.67 UH 7037.05

Hayward Street37.75 J -----38.13

Rasmussen Rd40.32 J40.70

MBH 124FAS 120 C MBL 0.18 2 140.48 UH 3940.86

40.62 TCS 574441.00

MBH 824F075 1 502 NF120 AC 0.08 2 840.66 UH 8141.04X Curb to Left and Right

6th Street (Ajo)40.71 J -----41.09

024F075 1 502 F120C AC 0.47 2 040.74 UH 8141.12

MBH 724F075 1 502 F120C AC 0.51 2 741.21 UH 8141.59X Curb to Left and Right

41.62 TCS 648942.00

MBH 724F075 1 502 CNTY AC 0.21 2 741.72 UH 8142.10X Curb to Left and Right

MBH 1648F075 1 502 CNTY AC 0.08 4 1641.93 UH 8142.31X Curb to Left and Right

La Mina Ave42.00 J -----42.38

MBH 324F075 1 502 F110D AC 0.29 2 342.01 UH 8142.39

42.12 TCS 540842.50

Well Rd No 142.23 J -----42.61

MBH 124F075 1 502F110D AC 0.33 2 142.30 UH 8142.68

G 122FAS 110 D MBL 1.00 2 142.63 UH 3843.01

124Water Trestle 2 1 18 ' - 10"42.69 UP 3743.07

024Flume 2 0 19 ' - 01"43.03 UP 3743.41

024FAS 110 G MBL 3.73 2 043.63 UH 3944.01

024F 075 1 501 AC 0.17 2 047.36 UH 8147.74

024FAS 110 G MBL 1.57 2 047.53 UH 3947.91

024FAS 110 H MBL 3.71 2 049.10 UH 3949.48

52.12 TCS 181252.50

SY085 Two Way Wye Leg East52.78 J53.16

Printed: 3/21/00 S 085(1)191Page: MP 53.16


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 924S 075 1 4P AC 0.22 2 952.81 UH 8553.19MD Var Painted Median

S 086 E to Tucson52.93 J -----53.31

024FL 18 A 2 BST 4.58 2 053.03 UH 4353.41

57.61 JB Enter Organ Pipe Cactus NM57.99024OPCNM 1 A BST 7.39 2 0UH 42

63.62 TCS 181064.00

MBL 524NON FL 18 61A MBL 0.19 2 565.00 UH 6165.38

024OPCNM 1 A BST 4.43 2 065.19 UH 4265.57

324Growler Wash 2 3 170 ft Conc65.20 BR 6165.58

BST 124OPCNM 1 A BST 10.44 2 169.62 UH 4270.00

Entrance to Organ Pipe NM Headquarters74.79 J -----75.17

77.62 TCS 140078.00

80.06 JB Leave Organ Pipe Cactus NM80.44024OPCNM 1 A BST 0.19 2 0UH 42

OPCNM 480.25 DH80.63024OPCNM MBL 0.06 2 0NB 90

MBH 224OPCNM MBL 0.06 2 2SB 90MD Var Conc Curbed Median

End S 085(1) S at Intl Border80.31 J -----80.69

Opposite Direction Route Length: 0.06 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 80.31 mi.S 085(2)

Beg S 085(2) to Phoenix at SB008 in Gila Bend0.00 J -----120.32JB Inside Maricopa County

MBH 248F023 1 13 NON23 AC 0.94 4 2UH 87MD 12 ft Painted Median

00SB008 UP 0.00 0 0 15 ' - 08"0.09 TI 60120.41

0.94 JB Temp Leave Gila Bend121.26MBH 824F023 1 13 NON23 AC 5.54 2 8UH 87

1.11 JB Reenter Gila Bend121.43

2.21 JB NCL Gila Bend122.53

MBH 824F023 1 10 NON23 AC 1.01 2 86.48 UH 85126.80

MBH 824F023 1 10 159 2 AC 7.02 2 87.49 UH 84127.81

MBH 824F023 1 11 159 1 AC 5.00 2 814.51 UH 85134.83

MBH 824F023 1 9 504 AC 7.06 2 819.51 UH 85139.83

AC 626AC-STP-023-1(19) AC 0.85 2 626.57 UH 95146.89

MBH 824F023 1 9 504 AC 0.69 2 827.42 UH 85147.74

Printed: 3/21/00 S 085(2)192Page: MP 147.74


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

824Gila River 2 8 496 ft Conc27.58 BR 82147.90

27.65 UB SUB SCL Buckeye147.97

AC 626AC-STP-023-1(19) AC 0.79 2 628.11 UH 95148.43

Tonopah Rd28.78 J149.10

AC 824F-023-1-524 AC 1.26 2 828.90 UH 98149.22

Buckeye Rd29.27 J [B4]149.59

29.28 TCS 9203149.60

Maricopa County 8530.16 J -----150.48AC 824STP-023-1(23)P AC 3.44 2 8UH 98

Baseline Rd30.30 J [B24]150.62

Southern Ave30.61 J [B24]150.93

Broadway Rd30.91 J [B24]151.23

Unknown31.19 J [L23]151.51

31.68 TCS 8305152.00

MBH 824F023 1 508 505 AC 0.02 2 833.60 UH 81153.92

FO23 1 506 505 333.62 DH153.94MBH 824F023 1 506 505 AC 0.26 2 8NB 77MBH 212F023 1 506 505 AC 0.26 1 8SB 81

MD Var Soil Median

MBH 812I 10 2 28 AC 0.28 1 233.88 UH 75154.20

End S 085(2) on I 010 OP34.16 J -----154.48

Opposite Direction Route Length: 0.26 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 34.16 mi.SX085(1)

Beg SX085(1) on Maricopa County 85 at Litchfield Rd0.00 J177.71UB Inside GoodyearJB Inside Maricopa County

MBH 448S 371 13 503 AC 0.50 4 4UH 85MD 12 ft Painted MedianX Curb to Left and Right

MBH 448S371 503 AC 0.67 4 40.50 UH 72178.21MD 12 ft Painted MedianX Curb to Left and Right

End SX085(1)1.17 J178.88

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 1.17 mi.SX085(2)

Beg SX085(2) on 17th Ave at Madison St0.00 J193.60UB Inside Phoenix

MBH 148M 805 9 1 CITY AC 0.35 4 1UH 87X Curb to Left and Right

Printed: 3/21/00 SX085(2)193Page: MP 193.60

SX085(2)STATE HIGHWAY SYSTEM LOG - SX085(2) MP 193.60(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 448M 805 9 1 AC 0.10 4 40.35 UH 87193.95MD 12 ft Painted MedianX Curb to Left and Right

Van Buren St0.48 J194.05MBH 248M799 9 3 FAP30E AC 0.24 4 2UH 87


End SX085(2) at 15th Ave0.69 J194.29


Beg SY085 Two Way Wye Leg East0.00 J53.16024E Wye Leg S07514 AC 0.22 2 0UH 85

End SY085 at S 0860.22 J53.38


Beg S 086 at S 085 in Why0.00 J -----53.06JB Inside Pima County

MBH 524S 075 1 4P AC 0.12 2 5UH 85

G 122FAS 110 H MBL 1.58 2 10.12 UH 3953.18

1.70 JB Enter Papago IR54.76BST 124NON FAS 110 49 BST 13.24 2 0UH 49

BIA 3411.55 J64.61

14.14 TCS 104567.20

AC 022MA-056-1(8)P AC 11.60 2 014.94 UH 9368.00

BIA 2124.24 J77.30

AC 726F-056-1-516 AC 0.20 2 726.54 UH 9879.60

6.8925.58Wash Bridge 2 6.89 305 ft Conc26.58 BR 9879.64

AC 022MA-056-1(8)P AC 0.24 2 026.74 UH 9379.80

BST 124NON FAS 110 49 BST 7.79 2 026.98 UH 4980.04

BST 224S 222 13 BST 2.62 2 234.77 UH 5987.83

BST 124NON FAS 110 49 BST 3.16 2 137.39 UH 4990.45

BIA 15 N at Quijotoa39.00 J -----92.06

BST 124S 110 12 BST 11.37 2 140.55 UH 5193.61

50.04 TCS 1925103.10

MBH 124F56 1 502S110 12 AC 8.65 2 151.92 UH 83104.98

MBH 224F056 1 502FL5 3 AC 0.43 2 260.57 UH 83113.63

Sells Rd South61.00 J -----114.06MBH 224F56 1 502S110 9 AC 1.34 2 2UH 83

Printed: 3/21/00 S 086194Page: MP 114.06


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 224F-056-1-511 AC 9.60 2 262.34 UH 95115.40


70.99 TCS 2119124.20

BST 224S 110 11 BST 3.67 2 271.94 UH 48125.15

BST 124S 110 10 BST 10.67 2 175.61 UH 47128.82

BIA 35 N77.66 J130.87

S 386 S to Kitt Peak80.98 J -----134.19

G 122FLH 5 A BST 5.47 2 186.28 UH 38139.49

89.19 TCS 2414142.40

91.75 JB Leave Papago IR144.96G 122FAS 110 E MBL 3.34 2 1UH 38

MBH 824S 222 28 AC 1.01 2 895.09 UH 75148.30

1024Brawley Wash 2 10 268 ft Conc95.70 BR 75148.91

MBH 824F 056 1 2 AC 0.78 2 896.10 UH 80149.31


S 286 S to Sasabe97.14 J -----150.35


AC 824F-056-1-504 AC 4.68 2 897.52 UH 93150.73

Sierrita Mountain Rd100.35 J [R4]153.56

100.79 TCS 6397154.00

MBH 824F056 1 503 AC 1.27 2 8102.20 UH 90155.41

Sandario Rd103.36 J156.57

MBH 824F056 1 503 AC 3.99 2 8103.47 UH 90156.68

Valencia Rd106.29 J -----159.50

107.46 EQ MP 160.67 Back Equals 160.79 Ahead160.67MBH 824S 222 26 AC 4.35 2 8UH 72160.79

107.67 TCS 6192161.00

1024Black Hills Wash 2 10 129 ft Conc108.69 BR 72162.02

1024Snyder Hill Wash 2 10 199 ft Conc108.90 BR 72162.23

San Joaquin Rd110.10 J -----163.43

111.67 TCS 14000165.00

AC 824F-056-1-510 AC 1.00 2 8111.81 UH 95165.14

F-056-1-510 4112.81 DH166.14

Printed: 3/21/00 S 086195Page: MP 166.14


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 1024F-056-1-510 AC 3.55 2 5112.81 EB 95166.14AC 224F-056-1-510 AC 3.55 2 10WB 95

MD Var Curb Median

Kinney Rd112.97 J -----[B234]166.30

Calle Paso Cobles114.50 J167.83UB WUB Tucson

114.67 TCS 27027168.00

Old Ajo Rd East116.19 J [R24]169.52

MBH 248F 056 1 505 1 AC 0.17 4 2116.36 UH 91169.69MD 12 ft Painted Median

La Cholla Blvd116.53 J -----169.86JB WCL Tucson Elev 2410

MBH 248F 056 1 505 1 AC 0.08 4 2UH 91MD 12 ft Painted MedianX Curb to Left and Right

MBH 248F56 1 505S222 23 AC 0.24 4 2116.61 UH 91169.94MD 12 ft Painted MedianX Curb to Left and Right

116.67 TCS 49566170.00

Mission Rd116.78 J -----170.11


117.67 TCS 38000171.00

248Santa Cruz River 4 2 258 ft Conc117.72 BR 58171.05

MBH 248S 222 14 MBL 0.12 4 2117.75 UH 58171.08MD 12 ft Painted Median



I 019118.04 J -----171.37248I 019 OP 0.00 4 2 263 ft ConcTI 65

MBH 248S 222 18 MBL 0.78 4 2118.28 UH 60171.61MD 12 ft Painted MedianX Curb to Left and Right

118.37 TCS 37540171.70

South 12th Ave118.53 J -----171.86

118.77 TCS 32860172.10

Printed: 3/21/00 S 086196Page: MP 172.10


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

End S 086 at SB019 in Tucson119.06 J -----172.39


Beg at S084 near Picacho0.00 J -----115.77JB Inside Pinal County

F055 1 4 19 4 2DHMBH 312F055 1 4 19 4 AC 0.19 1 3NB 84MBH 112F055 1 4 19 4 AC 0.19 1 2SB 84


SY084 N0.07 J115.84

F055 1 4 19 902 40.19 DH115.96024F055 1 4 19 902 AC 0.42 2 0NB 84024F055 1 4 19 902 AC 0.42 2 0SB 84


MBH 824F055 1 4 19 902 AC 4.63 2 80.61 UH 84116.38

Battaglia Dr2.13 J117.90

5.03 TCS 2808120.80

MBH 824F055 1 913 19902 AC 4.95 2 85.24 UH 83121.01

Selma Rd8.15 J123.92

S 287 W10.15 J -----125.92


MBH 824F 019 15 MBL 2.45 2 812.24 UH 59127.93

13.01 TCS 5781128.70

MBH 824F 019 1 2 MBL 1.10 2 814.69 UH 57130.38

15.39 UB SUB SCL Coolidge Elev 1418131.08

Martin Rd (Coolidge)15.79 J -----[B234]131.48AC 048F-055-1-506 AC 2.32 4 0UH 93


16.51 TCS 9098132.20


Coolidge Ave16.80 J -----[B24]132.70

17.00 TCS 14890132.90

Central Ave17.10 J -----[B24]133.00

Northern Ave17.32 J [B24]133.22


17.59 TCS 7480133.50

Printed: 3/21/00 S 087197Page: MP 133.50


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Vah Ki Inn Rd17.88 J [R1]133.79

4th St17.91 J [R1]133.89

Padre Kino Dr17.95 J -----133.93JB Casa Grande NM



Florence Ave18.18 J [R1]134.09

18.41 TCS 7133134.10AC 1024F-055-1-506 AC 0.03 2 10UH 93

MBH 224S 055 1 7 AC 0.40 2 218.44 UH 85134.35

S 287 to Florence18.84 J -----134.75MBH 224S 055 1 7 AC 0.06 2 2UH 85

18.90 JB Casa Grande NM134.81MBH 224S 055 1 7 AC 0.53 2 2UH 85

19.43 EQ MP 135.34 Back Equals 135.09 Ahead135.34MBH 224F021 1 503FA97B AC 1.16 2 2UH 79135.09

AC 224F-021-1-504 AC 0.53 2 220.59 UH 93136.25

Skousen Rd20.87 J [B24]136.53UB NUB NCL Coolidge

MBH 224F021 1 503FA97B AC 1.22 2 221.12 UH 79136.78

824High Line Canal 2 8 62 ft Conc22.05 BR 60137.71

22.24 TCS 4808137.90

MBH 224F021 1 503FAP97B AC 1.18 2 222.34 UH 79138.00

824McCellan Wash 2 8 119 ft Conc23.35 BR 60139.01

23.52 JB Gila River IR139.18MBH 224F021 1 503FAP97B AC 2.32 2 2UH 79


S 387 to I 01025.84 J -----141.50MBH 224F021 1 503FAP97B AC 3.67 2 2UH 79

29.34 TCS 3666145.00

29.51 EQ MP 145.17 Back Equals 145.80 Ahead145.17MBH 824F021 1 503 1 1 AC 0.27 2 8UH 79145.80

S 18729.76 J -----146.05

MBH 824S580 4 F21 1 1 AC 1.89 2 829.78 UH 86146.07

Sacaton Rd West29.92 J146.24

Printed: 3/21/00 S 087198Page: MP 146.24


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 824ER-580(7) AC 0.41 2 831.67 UH 93147.96

MBH 824S580 4 F21 1 1 AC 3.96 2 832.08 UH 86148.37


32.21 TCS 3070148.50

BIA 734.99 J -----151.28


39.38 TCS 4070155.50

Gilbert Rd39.59 J155.71

MBH 824S 580 501 AC 0.10 2 839.63 UH 81155.75

MBH 824F 021 1 7 AC 3.45 2 839.73 UH 63155.85



43.51 EQ MP 159.63 Back Equals 159.66 Ahead159.63JB Maricopa County159.66

F-045-1-515 4DHAC 1024F-045-1-515 AC 3.00 2 2NB 96AC 224F-045-1-515 AC 3.00 2 10SB 96


S 587 S43.67 J -----159.82

Local Road44.00 J [R24]160.15

Riggs Rd44.67 J [B24]160.82

44.85 TCS 8351161.00

45.01 JB SCL Chandler161.16

Chandler Heights Rd45.42 J [B24]161.67

Local Road46.03 J [L2]162.18

46.44 JB Temp Leave Chandler162.59



Ocotillo Rd46.52 J -----[B2]162.67MBH 248F 97 13 MBL 0.15 4 2UH 52

MBH 248F 97 13 MBL 3.14 4 246.67 UH 52162.82

Queen Creek Rd47.48 J163.63

47.73 JB Reenter Chandler163.88

Printed: 3/21/00 S 087199Page: MP 163.88


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

48.05 TCS 11262164.20

48.26 JB Temp leave Chandler164.41

Germann Rd48.52 J164.67UB SUB PhoenixJB Reenter Chandler

Pecos Rd49.56 J -----[B234]165.71

MBH 848F 97 13 MBL 0.25 4 849.81 UH 52165.96X Curb to Left and Right

50.05 TCS 21026166.20

MBH 1248M 950 6 501 AC 0.02 4 1250.06 UH 80166.21MD 12 ft Painted MedianX Curb to Left and Right

Frye Rd50.08 J166.23AC 1048F-045-1-511 AC 0.28 4 10UH 92


Boston St50.36 J [B24]166.51MBH 1248M 950 6 501 AC 0.10 4 12UH 80


AC 072F-045-1-511 AC 0.22 6 050.46 UH 92166.61X Curb to Left and Right

Chandler Blvd50.56 J -----166.71

Detroit St50.68 J [R1]166.83AC 072F-045-1-511 AC 0.20 5 0UH 92


Erie St50.75 J [B124]166.90

50.85 TCS 38289167.00



Galveston St51.00 J [B234]167.15


Ray Rd51.56 J167.71

Knox Rd52.00 J -----[B24]168.15


Warner Rd52.56 J168.71

Printed: 3/21/00 S 087200Page: MP 168.71


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

52.85 TCS 45300169.00

072B 045 1 507 AC 0.51 6 053.54 UH 89169.69MD 12 ft Painted MedianX Curb to Left and Right

Elliot Rd53.55 J -----169.70

54.05 JB Enter Mesa on Left170.20072B 045 1 507 AC 1.23 6 0UH 89


54.34 JB Enter Gilbert on Right170.49

54.55 TCS 42793170.70GaudalupeJ

B 045 1 507 655.28 DH171.43MBH 036B 045 1 507 AC 0.29 3 6NB 89

036B 045 1 507 AC 0.29 3 0SB 89MD 6 ft Conc Curbed MedianX Curb to Left and Right

Baseline Rd55.57 J -----171.72JB Enter Mesa on Right

F 021 1 9 6DH036F 021 1 9 AC 0.03 3 0NB 66036F 021 1 9 AC 0.03 3 0SB 66


55.60 X MP 171.75 - 172.13 Transferred to City of Mesa in April, 1997171.75F 021 1 9 6DH

036F 021 1 9 AC 3 0NB 66036F 021 1 9 AC 3 0SB 66


F 028 1 6 655.75 DH171.90036F 028 1 6 AC 3 0NB 79036F 028 1 6 AC 3 0SB 79


55.85 TCS 53936172.00

F 028 1 6 655.98 DH172.13036F 028 1 6 AC 0.19 3 0NB 79036F 028 1 6 AC 0.19 3 0SB 79


U 060 Exit #17956.07 J -----172.22072U 060 OP 0.00 6 0 238 ft ConcTI 79

MBH 260F 028 1 6 AC 0.01 5 456.17 UH 79172.32

56.18 X MP 172.33 - 176.74 Transferred to City of Mesa in April, 1997172.33

Printed: 3/21/00 S 087201Page: MP 172.33


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 260F 028 1 6 AC 5 456.18 UH 79172.33

MBH 248F 97 14 MBL 4 256.21 UH 55172.36

56.35 TCS 52144172.50

Southern Ave56.60 J -----172.75

MBH 848F 97 14 NON 97 MBL 4 856.81 UH 55172.96X Curb to Left and Right

57.05 TCS 46557173.20

MBH 648F 97 14 NON 97 MBL 4 657.09 UH 55173.24X Curb to Left and Right

8th Ave57.11 J173.26

PCC 648NON FA 975 NON PCC 4 657.34 UH 41173.49X Curb to Left and Right

044F 021 1 4 PCC 4 057.46 UH 62173.61X Curb to Left and Right

Broadway Rd57.62 J -----173.772244th Ave UP 0.14 2 2 14 ' - 00"TI 62

040FAGM 97G 2 PCC 4 057.63 UH 41173.78X Curb to Left and Right

044Union Pacific RR 4 0 14 ' - 00"57.68 UP 41173.83

MBH 248F045 1 919 FA97G AC 4 257.71 UH 76173.86MD 12 ft Painted MedianX Curb to Left and Right

MBH 248F045 1 919 FA97J AC 4 257.76 UH 76173.91MD 12 ft Painted MedianX Curb to Left and Right

1st Ave East57.93 J174.08

58.05 TCS 43026174.20

Main St58.08 J -----174.23MBH 248U 160 1 MBL 4 2UH 55


1st St East58.23 J174.38

University Dr58.63 J174.78

58.85 TCS 38577175.00

8th St West59.09 J175.24

Brown Rd59.46 J -----175.61

MBH 848F 053 1 506 AC 4 859.58 UH 76175.73MD 12 ft Painted Median

Printed: 3/21/00 S 087202Page: MP 175.73


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


59.85 TCS 30357176.00

Mc Kellips Rd60.59 J -----176.74MBH 248F 053 1 16 AC 0.60 4 2UH 82


60.85 JB NCL Mesa177.00

1048Salt River Bridge 4 10 1345 ft Conc61.07 BR 82177.22

MBH 248F 053 1 16 AC 0.55 4 261.19 UH 82177.34

61.35 TCS 40729177.50

McDowell Rd - West61.64 J -----[B234]177.79UB NUB Phoenix

61.70 JB Salt River IR177.85


MD Var Soil MedianX Curb to Left and Right


Local Road62.03 J [B24]178.24

Local Road62.05 J [B24]178.22

Oak St62.46 J [L24]178.52

Local Road62.48 J [R1]178.54

62.59 TCS 18605178.80

Center St62.97 J [L234]179.03

Mesa Dr63.45 J -----[L23]179.66

Local Road63.65 J [L24]179.86

Horne Dr64.09 J [R14]180.15

Beeline Hwy64.80 J [B124]181.01

Utility Access64.82 J [B124]181.03

Gilbert Rd66.04 J [B1234]182.10

Salt River Land Fill Entrance66.93 J [B1234]183.14

Trap and Skeet Entrance67.43 J [R124]183.64

Arizona Canal Entrance67.64 J [R24]184.40

Salt River Sand &Rock Entrance67.74 J [R124]183.95

Arizona Canal67.91 J [R1]184.12

PCC 1048STP-053-1(29) PCC 0.03 4 1068.03 UH 96184.24

Printed: 3/21/00 S 087203Page: MP 184.24


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MD Var Soil Median

Arizona Canal Entrance69.65 J [R24]186.43


72.50 TCS 31278188.50

BST 224FLH 19 3 BST 4.60 2 272.52 UH 55188.52

72.77 JB Fort McDowell - Mohave - Apache IR188.77

Shea Blvd72.83 J -----188.83

73.10 TCS 13483189.10

Fort McDowell Casino74.90 J -----190.90

124Verde River 2 1 334 ft Steel75.21 BR 55191.21

77.12 JB Tonto NF193.12BST 224S 338 1 2 BST 0.62 2 2UH 55

F053 1 6 S338 1 2 477.74 DH193.74BST 224S 338 1 2 BST 0.16 2 2NB 55MBH 724F 053 1 6 AC 0.16 2 7SB 71

MD Var Soil Median

S 053 1 520 6S338 1 2 477.90 DH193.90MBH 224F53 1 520S338 12 AC 4.98 2 2NB 91MBH 724F 053 1 6 AC 4.98 2 7SB 71

MD Var Soil Median

82.50 TCS 8800198.50

F53 1 520 6 S338 1 2 482.88 DH198.88MBH 2024F53 1 520S338 12 AC 0.49 2 4NB 91MBH 724F53 1 6 AC 0.49 2 7SB 71

MD Var Soil Median

Bush Hwy South83.14 J -----199.14

F53 1 510 6 S 338 1 2 483.37 DH199.37MBH 224F53 1 520S338 12 AC 1.72 2 2NB 91MBH 724F 053 1 6 AC 1.72 2 7SB 71

MD

F53 1 944 6 S338 1 2 485.09 DH201.09MBH 124F53 1 944S338 12 AC 0.11 2 1NB 88MBH 724F53 1 944 6 AC 0.11 2 7SB 88

MD Var Soil Median

MBH 248F053 1 944S338 AC 1.32 4 285.20 UH 88201.20

MBH 236F053 1 944S338 AC 0.36 3 186.52 UH 88202.52

Printed: 3/21/00 S 087204Page: MP 202.52


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 124F53 1 513S338 3 AC 2.49 2 186.88 UH 90202.88

MBH 136F53 1 513 2 AC 0.56 3 289.37 UH 90205.37

MBH 124F53 1 513S338 3 AC 1.82 2 189.93 UH 90205.93

MBH 124F53 1 513S338 4 AC 1.71 2 191.75 UH 90207.75

MBH 236F53 1 513S338 4 AC 2.32 3 293.46 UH 90209.46

MBH 124F53 1 513S338 4 AC 0.09 2 195.78 UH 90211.78

BST 124S 338 4 BST 0.51 2 195.87 UH 58211.87

MBH 136F 053 1 12 AC 0.92 3 196.38 UH 72212.38

336Sycamore Creek 3 3 246 ft Conc96.48 BR 72212.48

MBH 236F 053 1 2 AC 3.60 3 197.30 UH 67213.30

MBH 124F053 1 508 FH6E AC 1.55 2 1100.90 UH 78216.90

101.10 TCS 7263217.10

Sunflower102.45 J -----218.45MBH 124F053 1 508 FH6F AC 3.28 2 1UH 78

MBH 224F053 1 508 FH6D AC 2.02 2 2105.73 UH 78221.73

MBH 336F 053 1 4 AC 1.29 3 0107.75 UH 68223.75

109.04 JB Gila County225.04MBH 236F 053 1 4 AC 0.96 3 1UH 68



110.40 TCS 5700226.40



Local Road114.23 J [L3]230.23

STP-053-1(23)P 4114.87 DH230.87AC 824STP-053-1(23)P AC 0.03 2 2NB 96

MBH 424B 053 1 511 AC 0.03 2 6SB 84MD Var Soil Median



B 053 1 512 4114.99 DH230.99MBH 1024B 053 1 512 AC 0.50 2 4NB 88

Printed: 3/21/00 S 087205Page: MP 230.99


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 424B 053 1 512 AC 0.50 2 10114.99 SB 88230.99MD Var Soil Median




MD Var Soil Median

S 188119.67 J -----235.67


MD Var Soil Median

824Deer Creek (NB) 2 4 145 ft Conc121.19 BR 91237.19424Deer Creek (SB) 2 8 145 ft ConcBR 91

121.60 TCS 7421237.60

824Rye Creek (NB) 2 4 326 ft Conc123.13 BR 91239.13

424Rye Creek (SB) 2 8 326 ft Conc123.16 BR 91239.16

Road to Gisela123.45 J -----239.45

Old Rye Creek124.02 J [B1]240.02

124.66 EQ MP 240.66 Back Equals 240.90 Ahead240.66F 053 1 515 4DH240.90


MD Var Soil Median

F 053 1 515 3 4124.85 DH241.09MBH 824F 053 1 3 AC 0.11 2 4NB 69MBH 424F 053 1 515 AC 0.11 2 8SB 91

MD Var Soil Median

F 053 1 930 3 FH 9H I 4124.96 DH241.20MBH 824F 053 1 3 AC 5.02 2 4NB 69MBH 124F053 1 930 FH9H AC 5.02 2 1SB 76

MD Var Soil Median

129.98 EQ MP 246.22 Back Equals 247.00 Ahead246.22F053 1 3 930 FH9HI 4DH247.00

MBH 824F053 1 3 AC 0.52 2 4NB 69MBH 124F053 1 930FH9HI AC 0.52 2 1SB 76

MD Var Soil Median

F 053 1 9 3 4130.50 DH247.52

Printed: 3/21/00 S 087206Page: MP 247.52


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1024F 053 1 9 AC 3.43 2 4130.50 NB 78247.52MBH 124F 053 1 9 3 AC 3.43 2 1SB 78

MD Var Soil Median

131.68 TCS 9942248.70

133.73 UB SUB SCL Payson Elev 4982250.75

Round Valley Rd (Payson)133.78 J -----[R1]250.80

F 053 1 9 3 4133.93 DH250.95MBH 1024F 053 1 9 AC 0.32 2 4NB 78MBH 124F 053 1 9 3 AC 0.32 2 1SB 78

MD Var Soil Median

134.18 TCS 10770251.20



AC 248STP-053-1(27)P AC 1.12 4 2134.38 UH 95251.40X Curb to Left and Right

Phoenix Ave134.45 J [B24]251.47

Cedar Lane134.52 J251.54

Aero Dr134.60 J [B2]251.62

Willow Lane134.71 J [R4]251.73

Main St134.73 J -----[B24]251.75

Frontier St134.92 J [B24]251.94

134.98 TCS 25200252.00

Bontia Avenue135.28 J [B24]252.30

Overland Access Rd135.41 J252.43



S 260 East135.55 J -----252.57X Curb to Left and Right



AC 448STP-053-1(27)P AC 0.76 4 4135.60 UH 95252.62

Printed: 3/21/00 S 087207Page: MP 252.62


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


Malibu Dr135.88 J [R4]252.87

136.01 TCS 24714253.00

East Zurich136.05 J [R4]253.04

Forest Dr136.22 J [B24]253.24


MBH 248F073 1 501 AC 0.54 4 2136.37 UH 90253.39MD 12 ft Painted MedianX Curb to Left and Right

Sherman Rd136.53 J253.55

Airline Dr136.71 J253.73


Roundup Rd137.07 J254.09

Houston Mesa Rd137.51 J -----[R]254.53UB NUB Payson

MBH 124F73 1 505FH9H 1 AC 1.80 2 1UH 91

NB Slow Vehicle Pullout138.63 SVP 93255.65

138.72 JB NCL Payson254.74

MBH 124F73 1 505FH9 L 1 AC 0.79 2 1139.31 UH 91256.33


MBH 1424F73 1 507FH9 L 1 AC 0.20 2 1140.10 UH 91257.12MD Var Painted Median

Flowing Springs Dr140.18 J257.20

MBH 124F73 1 505FH9 L 1 AC 0.34 2 1140.30 UH 91257.32

AC 224F-073-1-510 AC 0.23 2 2140.64 UH 95257.66

E.Verde Estates Rd140.78 J [L2]257.80

MBH 124F73 1 505FH9 L 1 AC 0.32 2 1140.87 UH 91257.89

124E Verde River 2 1 238 ft Steel140.90 BR 55257.92

MBH 124F73 1 505FH9D 1 AC 1.48 2 1141.19 UH 91258.21

141.48 TCS 4982258.50

MBH 124F73 1 505FH9E 1G AC 2.50 2 1142.67 UH 91259.69

MBH 348F73 1 503FH9E 1G AC 0.66 4 3145.17 UH 91262.19

MBH 348F73 1 503FH9E 1G AC 0.62 4 3145.83 UH 91262.85MD 12 ft Painted Median

Printed: 3/21/00 S 087208Page: MP 262.85


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 124F73 1 505FH9E 1G AC 3.32 2 1146.45 UH 91263.47

SB Slow Vehicle Pullout147.07 SVP 93264.09


MBH 824F73 1 505FH 9 F AC 0.34 2 8149.77 UH 91266.79

MBH 124F73 1 505FH 9 42 AC 0.30 2 1150.11 UH 91267.13

MBH 424F 073 1 505 2 AC 0.22 2 4150.41 UH 91267.43

Hardscrabble Rd (Pine)150.61 J -----267.63

MBH 124F73 1 505 FH9F AC 2.71 2 1150.63 UH 91267.65

150.80 X Pine Unincorp Elev 5448267.82

151.98 TCS 3957269.00

SB Slow Vehicle Pullout152.86 SVP 93269.88


MBH 124F73 1 505FH 9 F AC 0.34 2 1153.34 UH 91270.36MD Var Painted Median

Fossil Creek Rd153.68 J -----[L]270.70X Strawberry Unincorp

MBH 124F73 1 505FH9 4 2 AC 2.43 2 1UH 91

156.11 JB Coconino County273.13MBH 124F73 1 505FH9 4 2 AC 3.97 2 1UH 91

157.98 TCS 1532275.00

MBH 124FH 9 4 2 MBL 0.14 2 1160.08 UH 63277.10

AC 124STP-073-1(14)P AC 12.81 2 1160.22 UH 97277.24

S 260 West161.48 J -----278.50

Rim Rd to Heber164.08 J281.10

167.98 TCS 1476285.00

172.92 X Clints Well Unincorp Elev 7120289.94

AC 824STP-073-1(14)P AC 0.60 2 8173.03 UH 97290.05

Lake Mary Rd173.43 J -----[L23]290.45

MBH 824S 282 3 AC 1.63 2 8173.63 UH 72290.65

MBH 224S282 512 FH10 2 AC 12.08 2 2175.26 UH 75292.28

Blue Ridge Reservoir Rd178.13 J295.15

MBH 224S282 512 FH10 2 AC 0.24 2 2187.34 UH 75304.36

BST 224FH 10 2 3 BST 12.17 2 2187.58 UH 64304.60

192.82 X Elks Picnic Grounds309.84

199.75 JB Leave Coconino NF316.77

Printed: 3/21/00 S 087209Page: MP 316.77


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

BST 124S 282 1 BST 0.28 2 1199.75 UH 59316.77

199.78 TCS 564316.80

MBH 824S 282 2 AC 5.06 2 8200.03 UH 69317.05

MBH 124S282 512 1 AC 1.84 2 1205.09 UH 75322.11

MBH 224S282 511 1 AC 2.08 2 2206.93 UH 72323.95

MBH 224S282 511 S 282 AC 4.01 2 2209.01 UH 72326.03

MBH 824S282 511 502 AC 0.39 2 8213.02 UH 72330.04

524Jacks Canyon 2 5 155 ft Steel213.12 BR 68330.14

MBH 224S282 511 S 282 AC 4.05 2 2213.41 UH 72330.43

MBH 224S282 511 DANC AC 1.77 2 2217.46 UH 72334.48

219.23 JB Navajo County336.25MBH 824S 282 501 AC 3.38 2 8UH 67

221.95 JB SCL Winslow Elev 4880338.97

222.36 JB Temp leave Winslow339.38

MBH 824S 282 501 AC 1.33 2 8222.62 UH 67339.64

BST 824S 282 510 BST 0.67 2 8223.95 UH 71340.97

S 099 East223.97 J -----340.99UB SUB Winslow

224.48 TCS 2490341.50

G 122DANC IAI NON 107 BST 0.36 2 1224.62 UH 50341.64

224.72 JB Reenter Winslow341.74

Washington St224.75 J341.77

Coopertown Rd224.95 J341.97

G 122WPGM 107 MBL 0.17 2 1224.98 UH 37342.00

122Burlington Northern Santa Fe RR 2 0 0'225.10 UP 96342.12

SB040 EB (2nd St)225.15 J342.17X MI 225.15 - 226.49 Ovlps SB040 MI 253.85 - 255.19

MBH 024Unknown(Couplet Connector) AC 0.06 2 0UH 70

Temp End S 087 at SB040 WB (3rd St)225.21 J -----342.23

Cont S 087 at SB040 North to I 040 Exit #255226.49 J -----343.56F 042 4 503 4DH


MD Var Soil Median


MBH 824F 042 4 503 AC 0.28 2 8227.75 UH 70344.82Printed: 3/21/00 S 087210Page: MP 344.82


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

124Little Colorado River 2 1 801 ft Steel227.88 BR 39344.95

227.91 UB ECL EUB Winslow344.98

227.93 TCS 959345.00

MBH 824F 042 4 503 AC 0.47 2 8228.03 UH 70345.10

MBH 524I 40 4 62 61 AC 0.45 2 5228.50 UH 79345.57

I 040 Exit #257, Polaca TI228.74 J -----345.81524I 040 OP 0.00 2 5 251 ft ConcTI 72

MBH 524S244 908I40 4 62 AC 0.32 2 5228.95 UH 88346.02

MBH 524S244 908 504 AC 0.34 2 5229.27 UH 88346.34

MBH 224S244 908 3 AC 15.14 2 2229.61 UH 88346.68

243.53 TCS 1420360.60

244.75 JB Navajo IR361.82BST 224HIR 4 14 BST 0.13 2 2UH 63

MBH 224S-244-513 AC 6.05 2 2244.88 UH 92361.95

BIA 060248.71 J365.78

BST 224HIR 4 14 BST 7.60 2 2250.93 UH 63368.00

BIA 015258.49 J375.56

BST 224HIR 4 14 BST 7.56 2 2258.53 UH 63375.60

BIA 602264.09 J -----381.16

BST 224HIR 4 11 BST 1.18 2 2266.09 UH 62383.16

BST 224HIR 4 11 BST 1.96 2 2267.27 UH 62384.34

269.23 JB Hopi IR386.30BST 224HIR 4 11 BST 3.27 2 2UH 62

BST 224HIR 4 11 BST 16.47 2 2272.50 UH 62389.57

273.83 TCS 502390.90

Temp End S 087 at S 264 near Second Mesa288.97 J -----406.04X MI 288.97 - 348.97 Survey Only

End S 087 at U 160348.97 J406.64


Beg S 088 at U 060 Exit # 1960.00 J -----193.90UB Inside PhoenixJB Inside Pinal County

Unknown 4DHAC 624Unknown AC 0.12 2 4NB 96AC 424Unknown AC 0.12 2 6SB 96

MD 4 ft ft Conc Curbed Median

Printed: 3/21/00 S 088211Page: MP 193.90


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


0.40 TCS 6285194.30

Southern Ave0.48 J -----[B24]194.38

16th St0.96 J [B24]194.86

12th St1.25 J [R3]195.15

1.40 TCS 8031195.30

Broadway Ave1.47 J -----[B24]195.37

1.80 TCS 7398195.70

Old West Hwy1.83 J -----[B24]195.73

2.20 TCS 4747196.10

Idaho Rd & Apache TL2.24 J -----[B24]196.14

122STP-952-4(1)P AC 13.39 2 12.30 UH 96196.20

3.10 TCS 6791197.00

Lost Dutchman Rd4.20 J [B24]198.10UB NUB Phoenix

Mtn VIEW Rd.5.10 J -----199.00

5.22 JB NCL Apache Junction199.12

Mammoth Mine Rd6.32 J [L23]200.22

7.04 TCS 4899201.00

7.30 JB Maricopa County201.26JB Enter Tonto NF

First Water Trailhead7.49 J [R1]201.39


015Willow Creek 2 0 148 ft 8 VC15.25 BR 37209.50

124STP-952-4(1)P AC 3.81 2 115.69 UH 96209.59

015Boulder Creek 2 0 143 ft 3 VC16.69 BR 37210.94

Rd to Boulder Creek Camp16.79 J -----211.04

17.75 TCS 2654212.00

Tortilla Flat Uninc Elev 173519.07 J -----213.32

024NON FAS 106 55A MBL 1.15 2 019.50 UH 54213.75

MBH 224NS 214 61 D MBL 1.13 2 220.65 UH 61214.90

024State BST 0.42 2 021.78 UH 72216.03

22.20 EQ MP 216.45 Back Equals 217.86 Ahead216.45024State BST 2.34 2 0UH 72217.86

Printed: 3/21/00 S 088212Page: MP 217.86


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

024AFE 8801 Gravel 21.44 2 024.54 UH 36220.20

015Fish Creek 2 0 77 ft Steel27.99 BR 28223.65

013Lewis Pranty Creek 2 0 59 ft Steel29.08 BR 28224.74

31.84 TCS 592227.50

Rd to Apache Lake Rec Area33.58 J -----229.24

024Davis Wash 2 0 80 ft Conc36.04 BR 39231.70

43.94 TCS 496239.60


46.04 JB Gila County242.33MBH 524F 038 1 9 502 AC 0.33 2 5UH 91

524Apache Trail 2 5 231 ft Conc46.26 BR 91242.55

S 188 North to Punkin Center46.37 J -----242.66MBH 524F 038 1 9 502 AC 0.06 2 5UH 91

MBH 524F 038 1 501 AC 2.30 2 546.43 UH 91242.72

724Government Hill 2 7 790 ft Conc47.11 BR 91243.40

47.58 X Roosevelt Unincorp Elev 2192243.87


48.31 TCS 4201244.60

48.73 JB Enter Tonto NM245.02MBH 524S 214 1 2 3 MBL 1.34 2 5UH 58

50.07 JB Leave Tonto NM246.36MBH 524S 214 1 2 3 MBL 1.18 2 5UH 58

MBH 524S 214 4 MBL 1.91 2 551.25 UH 60247.54

53.16 EQ MP 249.45 Back Equals 249.84 Ahead249.45MBH 824F038 1 7 S214 8 AC 4.65 2 8UH 89249.84

Schoolhouse Rd54.74 J -----251.42

MBH 124S214 505 NON54 AC 0.70 2 157.81 UH 73254.49

58.02 TCS 2901254.70

MBH 224S038 1 5 AC 0.31 2 258.51 UH 84255.19

MBH 124S214 505 NON 54 AC 1.35 2 158.82 UH 73255.50

MBH 124S214 505 FA214 AC 1.23 2 160.17 UH 73256.85

S 288 North to Young61.40 J -----258.08MBH 124S214 505 FA214 AC 2.11 2 1UH 73

030S214 507 FA214 AC 0.32 3 063.51 UH 75260.19

MBH 224S214 507 FA214 AC 2.50 2 263.83 UH 75260.51

Printed: 3/21/00 S 088213Page: MP 260.51


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

64.02 TCS 2852260.70

MBH 124S214 507 NONFAS AC 0.59 2 166.33 UH 75263.01

MBH 033S214 507 NONFAS AC 0.30 3 166.92 UH 75263.60

MBH 124S214 507 NONFAS AC 0.29 2 167.22 UH 75263.90

BST 124NON FAS 214 51 BST 0.81 2 167.51 UH 50264.19

Horseshoe Bend Wash Rd68.32 J -----265.00MBH 124S 214 504 NON51 AC 4.44 2 1UH 73

MBH 824S 214 10 AC 0.77 2 872.76 UH 76269.44

73.53 JB Leave Tonto NF270.21MBH 824S 214 10 AC 2.29 2 8UH 76

73.62 TCS 5168270.30

Rd to Inspiration Mine73.72 J -----270.40

MBH 236S 214 10 AC 0.52 3 275.82 UH 76272.50MD 12 ft Painted Median

76.32 TCS 9185273.00

End S 088 at U 060 near Globe76.34 J -----273.02UB NUB Globe


Beg S 089 at U 093 NW of Wickenburg0.00 J -----258.23JB Inside Yavapai County

024S582 501 F 84 B AC 0.76 2 0UH 86

024S582 501 F 84B AC 8.58 2 00.76 UH 86258.99

4.57 TCS 3170262.80

024S582 501 F 72B AC 0.26 2 09.34 UH 86267.57

MBH 824F025 1 921F 72B AC 0.23 2 89.60 UH 87267.83

S 0719.83 J -----268.06MBH 824F025 1 921F 72B AC 0.24 2 8UH 87

MBH 824F 025 1 8 AC 2.33 2 810.07 UH 69268.30

824Martinez Creek 2 8 278 ft Conc10.86 BR 69269.09

MBH 236F025 1 8 AC 0.95 3 212.40 UH 69270.63

MBH 236F025 1 10 AC 0.36 3 213.35 UH 72271.58

F025 1 10 505 NF 72B 413.71 DH271.94MBH 1224F025 1 10 AC 0.81 2 4NB 72MBH 524F025 1 505 NF72B AC 0.81 2 5SB 80

MD Var Soil Median

14.27 TCS 2420272.50

Printed: 3/21/00 S 089214Page: MP 272.50


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

F025 1 505 10 F72 B 314.52 DH272.75MBH 1224F025 1 10 AC 2.01 2 4NB 72MBH 212F025 1 505 F72B AC 2.01 1 8SB 80

MD Var Soil Median

F025 1 10 505 F72 B 316.53 DH274.76MBH 1224F025 1 10 AC 0.29 2 4NB 72MBH 212F025 1 505 F72B AC 0.29 1 8SB 80

MD Var Soil Median

F025 1 10 505 F72 B 316.82 DH275.05MBH 1224F025 1 10 AC 0.50 2 4NB 72MBH 212F025 1 10 505F72 AC 0.50 1 8SB 80

MD Var Soil Median

048F025 1 10 AC 0.48 4 017.32 UH 72275.55

MBH 636F025 1 10 AC 0.23 3 617.80 UH 72276.03

MBH 824F025 1 10 AC 0.12 2 818.03 UH 72276.26

MBH 824F025 1 504 AC 0.47 2 818.15 UH 68276.38

MBH 848F025 1 504 AC 0.64 4 818.62 UH 68276.85X Curb to Left and Right

19.00 X Yarnell Unincorp Elev 4783277.23

Rd to St Joseph Shrine19.10 J -----277.33

MBH 824F025 1 504 AC 0.65 2 819.26 UH 68277.49

024F025 1 508F 72A AC 2.32 2 019.91 UH 78278.14

MBH 824F025 1 508 12 AC 0.09 2 822.23 UH 78280.46

024F025 1 508F 72A AC 1.18 2 022.32 UH 78280.55

024F025 1 508NRH72 AC 1.04 2 023.50 UH 78281.73

23.77 TCS 1707282.00

MBH 824F025 1 508NON72 AC 3.04 2 824.54 UH 78282.77

MBH 324F025 1 508F72A5 AC 1.24 2 327.58 UH 78285.81

MBH 324F025 1 508F72A4 AC 2.65 2 328.82 UH 78287.05

224Kirkland Creek 2 2 160 ft Conc29.48 BR 40287.71

Kirkland Junction30.79 J -----289.02

MBH 824F 025 1 13 AC 0.56 2 831.47 UH 78289.70

MBH 324F025 1 508F71 A4 AC 4.96 2 332.03 UH 78290.26

36.99 JB Enter Prescott NF295.22MBH 224F025 1 914 NRH AC 3.78 2 2UH 77

37.27 TCS 1296295.50

MBH 424F025 1 914 NRH AC 2.85 2 440.77 UH 77299.00

Printed: 3/21/00 S 089215Page: MP 299.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

036F025 1 914 NRH AC 0.10 3 043.62 UH 77301.85NB Passing LanePL

MBH 424F025 1 914 NRH AC 0.17 2 443.72 UH 77301.95

MBH 424F025 1 507 NRH AC 0.21 2 443.89 UH 77302.12

MBH 424F025 1 507 NRH AC 1.71 2 444.10 UH 73302.33

MBH 524F025 1 507 1 3 AC 0.33 2 545.81 UH 73304.04

MBH 248F025 1 507 1 3 AC 0.84 4 246.14 UH 73304.37

MBH 624F025 1 507 1 3 AC 0.05 2 646.98 UH 73305.21

MBH 624F025 1 507 NRH AC 3.69 2 647.03 UH 73305.26

Ponderosa Park Rd49.32 J -----307.55

50.71 TCS 2181308.94

50.72 UB SCL UB Prescott Elev 5410308.95JB Leave Prescott NF

MBH 324F025 1 507 NRH AC 0.81 2 3UH 73

Hidden Valley Rd50.74 J -----308.97

MBH 324F025 1 14 903 AC 0.64 2 351.53 UH 86309.76

51.57 TCS 8900309.80

MBH 448F025 1 14NON72D AC 0.27 4 852.17 UH 86310.40X Curb to Left and Right

Copper Basin Rd-Prescott52.44 J -----310.67MBH 148F025 1 14NRM72D AC 0.30 4 1UH 86

MBH 1448F025 1 14 WPA AC 0.25 4 1452.74 UH 86310.97X Curb to Left and Right

52.82 TCS 15654311.05

Carleton St52.87 J [B234]311.10

MBH 1448F025 1 14 903 AC 0.15 4 1452.99 UH 86311.22X Curb to Left and Right

Gurley St53.14 J -----311.37MBH 1248F025 1 14 CITY AC 0.13 4 12UH 86

MBH 1048F025 1 14 CITY AC 0.06 4 1053.27 UH 86311.50X Curb to Left and Right

53.30 TCS 21190311.53

040F025 1 14 903 AC 0.07 4 053.33 UH 86311.56

Corner Montezuma/Sheldon Sts53.35 J -----311.58

MBH 824F025 1 14 903 AC 0.31 2 853.40 UH 86311.63

MBH 448F025 1 14 F35 Y AC 0.60 4 453.71 UH 86311.94X Curb to Left and Right

Printed: 3/21/00 S 089216Page: MP 311.94


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Mount Vernon St53.73 J311.96

53.87 TCS 39400312.10

SY08954.15 J312.38

Corner Sheldon/Gurley Streets54.22 J -----312.45

54.26 TCS 25272312.49

54.31 EQ MP 312.54 Back Equals 312.43 Ahead312.54F025 1 14 365 4DH312.43

MBH 824F025 1 14 365 AC 0.05 2 2NB 86MBH 224F025 1 14 365 AC 0.05 2 8SB 86


54.36 JB Leave Prescott Enter Fort Whipple MR312.48F025 1 14 365 4DH

MBH 824F025 1 14 365 AC 0.09 2 2NB 86MBH 224F025 1 14 365 AC 0.09 2 8SB 86


FI 36 5 454.45 DH312.57MBH 824FI 36 5 MBL 0.42 2 2NB 52MBH 224FI 36 5 MBL 0.42 2 8SB 52


048S 069 UP 0.00 4 0 14 ' - 01"54.58 TI -----52312.70

F025 2 506F36 6 454.87 DH312.99MBH 824F025 2 506F36 6 AC 0.46 2 2NB 77MBH 224F025 2 506F36 6 AC 0.46 2 8SB 77


524Burlington Northern Santa Fe RR (Inactive) (NB) 2 5 121 ft Conc55.18 OP 56313.30524Burlington Northern Santa Fe RR (Inactive) (SB) 2 5 121 ft ConcOP 56

324Granite Creek (NB) 2 3 211 ft Steel55.28 BR 56313.40324Granite Creek (SB) 2 3 211 ft SteelBR 56

55.33 JB Leave Fort Whipple MR reenter Prescott313.45JB Enter Yavapai IR

F025 2 506F36 6 4DHMBH 824F025 2 506F36 6 AC 0.49 2 2NB 77MBH 224F025 2 506F36 6 AC 0.49 2 8SB 77


55.82 JB Leave Yavapai IR313.94F025 2 506F36 6 4DH

MBH 824F025 2 506F36 6 AC 0.08 2 2NB 77MBH 224F025 2 506F36 6 AC 0.08 2 8SB 77

Printed: 3/21/00 S 089217Page: MP 313.94


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

55.82 MD Var Conc Curbed Median313.94

MBH 824F025 2 506 F36 6 AC 0.36 2 855.90 UH 77314.02

MBH 824F025 2 506 2 2 AC 2.85 2 856.26 UH 77314.38

56.88 TCS 17497315.00

MBH 824F025 2 506 F19B AC 0.86 2 859.11 UH 77317.23

SA089 N59.41 J -----317.53

MBH 824F025 2 506 2 1 AC 0.67 2 859.97 UH 77318.09

040F025 2 506 2 1 AC 0.24 4 060.64 UH 77318.76

60.68 TCS 12611318.80

MBH 824F025 2 506 2 1 AC 1.21 2 860.88 UH 77319.00

Willow Creek Rd61.90 J -----320.02UB NUB Prescott

MBH 824F 025 2 3 AC 0.07 2 862.09 UH 61320.21

62.16 JB NCL Prescott320.28MBH 824F 025 2 1 MBL 0.79 2 8UH 57

AC 435F-025-2-914 AC 0.86 3 862.95 UH 98321.07

MBH 824F 025 2 1 MBL 1.55 2 863.81 UH 57321.93

AC 836F-025-2-516 AC 1.13 3 865.36 UH 94323.48SB Passing LanePL 94

MBH 824F 025 2 1 MBL 0.64 2 866.49 UH 57324.61

67.13 JB SCL Chino Valley Elev 4500325.25MBH 824F 025 2 3 AC 0.94 2 8UH 61

67.88 TCS 9086326.00

MBH 824F 025 2 5 AC 0.79 2 868.07 UH 67326.19


Center Street (Chino Valley)69.13 J -----327.25

69.88 TCS 9687328.00

MBH 824F 025 2 5 AC 2.36 2 870.86 UH 67328.98

Rd 3 NORTH71.08 J -----329.20

73.22 JB NCL Chino Valley331.34MBH 824F 025 2 6 AC 7.15 2 8UH 67

324Del Rio Ranch 2 3 172 ft Conc74.94 BR 67333.06

324Verde River 2 3 289 ft Steel77.80 BR 67335.92


MBH 824F 025 2 7 AC 1.25 2 880.37 UH 68338.49

Printed: 3/21/00 S 089218Page: MP 338.49


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

81.62 JB Enter Prescott NF339.74MBH 824F 025 2 7 AC 6.05 2 8UH 68

324Hell Canyon 2 3 585 ft Steel87.56 BR 56345.68

MBH 824F025 2 507 7 AC 0.01 2 887.67 UH 79345.79

AC 824STP-025-2(9)P AC 6.26 2 887.68 UH 95345.80


324Burlington Northern Santa Fe RR 2 3 204 ft Steel88.89 OP 53348.23

93.89 JB Leave Prescott Enter Kaibab NF353.23

MBH 824F025 2 507 503 AC 0.02 2 893.94 UH 79353.28

MBH 824F 025 2 504 AC 8.80 2 893.96 UH 69353.30

96.66 TCS 2192356.00

MBH 524F 025 2 504 AC 0.89 2 5102.76 UH 69362.10

103.65 JB Leave Kaibab NF362.99MBH 524F 025 2 504 AC 0.62 2 5UH 69

MBH 824I 40 2 38 AC 0.12 2 8104.27 UH 79363.61

MBH 324I 40 2 38 AC 0.11 2 3104.39 UH 79363.73MD Var Painted Median

324I 040 UP 0.00 2 3 16 ' - 09"104.48 TI 79363.82

End S 089 at I 040 Exit # 146 in Ash Fork104.50 J -----363.84

Opposite Direction Route Length: 5.20 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 104.50 mi.SA089

Beg SA089 at S 089 Prescott0.00 J -----317.85UB EUB PrescottJB Inside Yavapai County

G 122S366 917 FA 19B AC 0.25 2 1UH 78

G 122S366 917 NRS19B AC 1.94 2 10.25 UH 78318.10

SAY89 West to S 0890.27 J318.12

324Burlington Northern Santa Fe RR (Inactive) 2 3 14 ' - 00"1.16 UP 25319.01

MBH 324S366 917 NRS19A AC 2.81 2 32.19 UH 78320.04

3.45 TCS 7844321.30

4.01 UB WCL UB Prescott Valley321.86

024S366 917 NRS19A AC 2.19 2 05.00 UH 78322.85

Coyote Spring Rd7.05 J -----324.90

7.19 UB ECL UB Prescott Valley325.04G 122S366 917 NRS19A AC 6.53 2 1UH 78

12.15 TCS 1358330.00

Printed: 3/21/00 SA089219Page: MP 330.00

SA089STATE HIGHWAY SYSTEM LOG - SA089 MP 331.57(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

13.72 JB Enter Prescott NF331.57MBH 124S366 942 FAP96C AC 5.54 2 1UH 89

MBH 124S366 942 FAP 17 AC 2.41 2 119.26 UH 89337.11

MBH 124S366 942 910 AC 0.13 2 121.67 UH 89339.52

MBH 124S366 942 FAP 17 AC 2.31 2 121.80 UH 89339.65

MBH 124S366 942 FAP 12 AC 0.84 2 124.11 UH 89341.96

MBH 124S366 935 FAP 12 AC 0.91 2 124.95 UH 86342.80

25.86 JB SCL Jerome Elev 5435343.71024S366 935 FAP12 AC 0.08 2 0UH 86

022S366 935 NRM96A AC 0.18 2 025.94 UH 86343.79X Curb to Left and Right

022S366 945 AC 0.03 2 026.12 UH 90343.97X Curb to Left and Right

AC 022S-366-531 AC 0.08 2 026.15 UH 96344.00X Curb to Left and Right

022S366 945 AC 0.08 2 026.23 UH 90344.08

022S366 935 NRM96A AC 0.17 2 026.31 UH 86344.16X Curb to Left and Right

Giroux Street (Jerome)26.48 J -----344.33022S366 935 CITY AC 0.47 2 0UH 86

022S366 935 NRM96A AC 0.19 2 026.95 UH 86344.80

S366 935 WMPH 96 427.14 DH344.99020S366 935 WMPH96 AC 0.24 2 0NB 86020S366 935 WMPH96 AC 0.24 2 0SB 86


MBH 424S366 919WMPH96D AC 1.26 2 027.38 UH 76345.23

27.55 TCS 2830345.40

28.64 JB NCL Jerome346.49MBH 324S366 919WPMH96D AC 1.57 2 2UH 76

Rd to Dundee Mine28.65 J -----346.50

30.21 JB Leave Prescott NF348.06MBH 324S366 919WPMH96D AC 0.29 2 3UH 76

30.45 TCS 2817348.30

30.50 UB WCL WUB Clarkdale Elev 3550348.35MBH 324S366 919WPMH96D AC 0.68 2 3UH 76

RD to Verde Valley Tower30.55 J -----348.40

MBH 824S 435 2 1 AC 1.03 2 831.18 UH 65349.03

32.21 JB ECL Clarkdale350.06



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 824S 435 2 1 AC 1.00 2 832.21 UH 65350.06

32.38 JB WCL Cottonwood Elev 3320350.23

33.15 TCS 8467351.00

MBH 248V 435 501 2 1 AC 0.55 4 233.21 UH 88351.06MD 12 ft Painted Median

MBH 848V 435 501 2 1 AC 0.27 4 833.76 UH 88351.61


Willard St.34.15 J [L2]352.00

MBH 848V 435 501 2 1 AC 0.26 4 834.46 UH 88352.31


Palo Verde North35.23 J -----353.08EQ MP 353.08 Back Equals 354.56 Ahead

MBH 448S 366 6 AC 0.46 4 4UH 75354.56MD 12 ft Painted MedianX Curb to Left and Right

35.67 TCS 28812355.00


S 260 East35.88 J -----355.21MBH 448S 366 6 AC 0.09 4 4UH 75


35.97 TCS 21858355.30MBH 824S 366 504 AC 0.50 2 8UH 70

36.01 JB ECL Cottonwood355.34

1624Verde River 2 16 455 ft Conc36.47 BR 92355.80AC 1624S-366-524 AC 0.19 2 16UH 92


MBH 824S 366 504 AC 0.07 2 836.66 UH 70355.99

36.73 UB EUB Clarkdale356.06JB Enter Coconino NF

MBH 224S366 516 FAP 96 AC 0.27 2 2UH 90

MBH 324S366 516 940 AC 0.25 2 337.00 UH 90356.33MD 12 ft Painted Median

MBH 224S366 516 FAP 96 AC 0.38 2 237.25 UH 90356.58

024S366 516 FAP 96 AC 0.32 2 037.63 UH 90356.96

Cornville Rd37.79 J -----357.12



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 224S366 516 FAP 96 AC 2.88 2 237.95 UH 90357.28

37.97 TCS 13909357.30

024S366 920 FAP 96 AC 1.42 2 040.83 UH 90360.16

024S366 920 FH 7J AC 3.09 2 042.25 UH 77361.58

024Spring Creek 2 0 129 ft Steel42.50 BR 35361.83

Page Springs Rd43.35 J -----362.68

024S366 920 FH 71 AC 1.69 2 045.34 UH 77364.67

MBH 824BRS 366 15 AC 0.91 2 847.03 UH 90366.36

1024Dry Creek 2 10 442 ft Conc47.26 BR 90366.59

024S366 920 FH 71 AC 1.17 2 047.94 UH 77367.30

48.27 TCS 10656367.60

MBH 1224N 900 938 AC 0.13 2 849.11 UH 90368.44MD Var Painted Median

MBH 824N 900 938 AC 0.31 2 849.24 UH 90368.57MD Var Painted Median

49.49 UB WCL WUB Sedona368.82

MBH 824N 900 938 AC 0.12 2 849.55 UH 90368.88

024S366 920 FH 71 AC 0.25 2 049.67 UH 77369.00

024S366 920 FAP96E AC 0.88 2 049.92 UH 77369.25

MBH 624S366 515 FAP96E AC 0.39 2 650.80 UH 88370.13MD Var Painted Median

MBH 624S 366 515 9 AC 0.22 2 651.19 UH 88370.52MD Var Painted MedianX Curb to Left and Right

MBH 248S366 515 FAP96E AC 0.09 4 251.41 UH 88370.74

AC 448STP-366(33)P AC 3.31 4 051.50 UH 98370.83MD 12 ft Painted MedianX Curb to Left and Right

Unknown51.64 J [L3]370.97

Dry Creek Rd/Arroyo Pinon Rd51.78 J [B234]371.11

Carol Canyon Rd52.03 J [L3]371.36

Safeway Entrance52.63 J [L3]371.96

Rodeo Dr/Shelby Dr52.69 J [B24]372.02

Unknown Rd.52.87 J [R1]372.20

Coffee Pot Rd52.88 J -----[B1234]372.21

Unknown52.96 J [L3]372.29



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Mountain Shadow Dr/North View Rd53.14 J [B24]372.47


Soldier Pass Rd53.58 J [L24]372.91

Airport Rd53.73 J [B234]373.06

53.84 TCS 29607373.17

53.86 JB Coconino County373.19X Curb to Left and Right

S 17954.68 J [R14]374.01

Brewer Rd54.74 J [B234]374.07

S 179 S to I 01754.81 J -----374.14MBH 248S 366 8 AC 0.24 4 2UH 78


024S 366 8 AC 0.12 2 055.05 UH 78374.38MD Var Painted Median

024S366 510 FH 7B AC 3.45 2 055.17 UH 78374.50

55.67 TCS 8544375.00

Wilson Canyon Rd56.34 J -----375.67

56.55 UB NCL NUB Sedona375.88

024Midgley Canyon 2 0 375 ft Steel56.72 BR 39376.05

58.62 X Indian Gardens Elev 4579377.95G 122S366 510 FH 7E AC 1.35 2 1UH 78

AC 222ER-366(30) AC 0.08 2 259.97 UH 93379.30

G 122S366 510 FH 7E AC 1.58 2 160.05 UH 78379.38

G 122S366 510 FH7EF AC 3.30 2 161.63 UH 78380.96

61.67 TCS 8743381.00

020Oak Creek 2 0 202 ft Steel61.95 BR 34381.28

G 122S366 510 FH7D AC 1.40 2 164.93 UH 78384.26

AC 424S-366-540 AC 0.08 2 466.33 UH 97385.66

G 122S366 510 FH7D AC 1.97 2 166.41 UH 78385.74

224Oak Creek 2 2 160 ft Conc68.35 BR 31387.68

G 122B366 933 FH7D AC 0.06 2 168.38 UH 84387.71

G 122B366 933 FH7C AC 1.92 2 168.44 UH 84387.77

MBH 524B366 933 505 AC 0.14 2 570.36 UH 84389.69

AC 824HES-366-(16)P AC 0.31 2 870.50 UH 92389.83MD 10 ft Painted Median

Local Road70.73 J [R4]390.06



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 524B366 933 505 AC 0.21 2 570.81 UH 84390.14

024S366 937 507 AC 5.60 2 071.02 UH 89390.35

022Woody Wash 2 075.27 BR 94394.60

024S366 937 507 AC 1.93 2 076.62 UH 89395.95

022Bridge #1649 2 077.57 BR 94396.90

MBH 824S366 937 941 AC 0.45 2 978.55 UH 89397.88MD 12 ft Painted Median

024S366 937 FAP96 AC 0.18 2 079.00 UH 89398.33

79.18 UB SCL UB Flagstaff Elev 6905398.51024S366 937 507 AC 0.29 2 0UH 89

MBH 1436I17 2 103 AC 0.14 3 279.47 UH 90398.80

Old SA089 Cont Toward Airport79.61 J398.94MBH 236I17 2 103 AC 0.09 3 2UH 90


Temp End SA089 at I 01779.70 J -----399.03X MI 79.70 - 82.34 Ovlps I 017 MI 143.10 - 145.74

Cont SA089 at I 017 & I 040 Flagstaff82.34 J -----401.67I 17 2 111 60 4DH

MBH 1024I 17 2 111 60 AC 0.29 2 4NB 90MBH 424I 17 2 111 60 AC 0.29 2 10SB 90

MD Var Soil Median

624I 040 UP WB 0.00 2 10 15 ' - 10"82.36 TI 68401.69

82.39 TCS 18545401.72

I17 2 111 F 3 3 502 2 482.63 DH401.96MBH 824I17 2 111F 3 3 2 AC 0.06 2 4NB 90MBH 424I17 2 111F 3 3 2 AC 0.06 2 8SB 90

MD Var Soil Median

Old S 07982.69 J -----402.02MBH 824F067 1 2 502 2 AC 0.04 2 2UH 88


MBH 248F067 1 2 F 3 2 AC 0.09 4 282.73 UH 88402.06MD 12 ft Painted Median

MBH 248F067 1 2 F 3 2 AC 0.11 4 282.82 UH 88402.15MD 12 ft Painted Median

MBH 248F 103 3 1 MBL 0.84 4 282.93 UH 60402.26MD 12 ft Painted MedianX Curb to Left and Right

83.67 TCS 25141403.00

MBH 248F 042 3 502 AC 0.08 4 283.77 UH 79403.10



1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


End SA089 at SB04083.85 J -----403.18

Opposite Direction Route Length: 0.59 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 81.21 mi.SAY89

Beg SAY89 at SA089 near Prescott0.00 J318.12JB Inside Yavapai County

G 220S366 917 NRS19B AC 0.09 2 2UH 78

End SAY890.09 J318.21

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 0.09 mi.SL089

Beg SL089 at U 089 South Page0.00 J -----547.24UB Inside PageJB Inside Coconino County

MBH 236F041 1 501 USBR AC 1.20 3 2UH 72

Local Road0.09 J [R14]547.33



0.66 TCS 6866547.90

Aspen Ave1.10 J [L23]548.34

MBH 548M 8391 501 USBR AC 0.33 4 51.20 UH 79548.44MD 12 ft Painted Median

S 098 to U 1601.53 J -----548.77MBH 548M 8391 501 USBR AC 1.04 4 5UH 79


South Navajo Dr1.95 J [B24]549.19

Elm St2.23 J549.47

2.36 TCS 8489549.60

North Navajo Dr2.40 J549.64

Vista Ave2.55 J549.79

MBH 236F041 1 501 USBR AC 0.84 3 22.57 UH 72549.81

Local Road3.13 J [L2]550.37

SLY89 NB Wye Leg3.34 J550.58

End SL089 at U 089 North Page3.41 J -----550.65

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 3.41 mi.SLY89

Beg SLY89 at SL089 in North Page0.00 J550.58MBH 812F041 1 501 USBR AC 0.11 1 2UH 72

Printed: 3/21/00 SLY89225Page: MP 550.58

SLY89STATE HIGHWAY SYSTEM LOG - SLY89 MP 550.58(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

End SLY89 at U 089 in North Page0.23 J550.81

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 0.11 mi.ST089

Beg ST089 at U 089 near Cameron0.00 J -----466.75JB Inside Coconino County

018State Gravel 1.12 2 0UH 58

012Colorado River 1 0 159 ft Wood0.41 BR 58467.16

0.56 TCS 124467.31

End ST089 at U 0891.12 J -----467.87


Beg SY089 (2-Way Aven Dr) at S 089 in Prescott0.00 J312.38MBH 824F025 1 14 F35 Y MBH 0.11 2 8UH 53

End SY089 at Gurley St in Prescott0.11 J312.49


Beg U 089 at SB040(4)0.00 J -----418.37UB Inside FlagstaffJB Inside Coconino County

F 037 1 3 4DHMBH 824F 037 1 3 AC 0.22 2 4NB 68MBH 424F 037 1 3 AC 0.22 2 8SB 68


824SB040 UP (NB) 2 4 15 ' - 09"0.18 TI 68418.55424SB040 UP (SB) 2 8 15 ' - 09"TI 68


MD Var Soil Median



1.11 JB Leave Flagstaff419.48

1.23 JB Reenter Flagstaff419.60

1.63 TCS 22566420.00


1.77 UB NCL NUB Flagstaff420.14

Printed: 3/21/00 U 089226Page: MP 420.14


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


North Snowflake Dr/ East Trails End Dr1.93 J [B24]420.30

Leupp Rd2.33 J -----420.70

Winona Rd/Leupp Rd2.50 J420.87


Burns Ln3.37 J [R4]421.74

3.63 TCS 6763422.00

Silver Saddle Rd\Koch Field4.54 J [R14]422.91

Land Fill Rd5.57 J [R14]423.94

Cambell Ave6.80 J [B24]425.17

AC 224STP-037-1(26)P AC 0.24 2 27.55 UH 96425.92

MBH 224B037 1 504 95G AC 0.08 2 27.79 UH 83426.16

MBH 224F037 1 923 95G AC 0.46 2 27.87 UH 87426.24

MBH 224B037 1 504 95G AC 4.65 2 28.33 UH 83426.70

Sunset Crater Rd12.05 J430.42

MBH 636F037 1 10 61B AC 2.68 3 612.98 UH 79431.35SB Passing LanePL

MBH 324F037 1 10 61B AC 0.42 2 315.66 UH 79434.03

MBH 224F037 1 503WPH95 AC 0.06 2 216.08 UH 75434.45

MBH 224F037 1 503WPH95 AC 6.64 2 216.14 UH 75434.51

MBH 224F037 1 503FAP95 AC 1.18 2 222.78 UH 75441.15

23.96 JB Leave Coconino NF442.33AC 848F-037-1(13) AC 0.63 4 8UH 92

AC 824F-037-1(13) AC 1.31 2 824.59 UH 92442.96

AC 848F-037-1(13) AC 0.87 4 825.90 UH 92444.27

Wupatki Monument Rd26.41 J444.78

AC 824F-037-1(13) AC 20.25 2 826.77 UH 92445.14

Gray Mountain Trading Post Elev 503238.74 J -----457.11


46.23 TCS 4517464.60

S 064 W to Grand Canyon46.84 J -----465.21

MBH 824F-037-1-510 AC 1.03 2 847.02 UH 95465.39

Printed: 3/21/00 U 089227Page: MP 465.39


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 324F-037-1-510 AC 0.57 2 348.05 UH 95466.42

48.35 X Cameron Unincorp Elev 4201466.72

ST089 N48.38 J466.75

324Little Colorado River 2 3 714 ft Steel48.47 BR 58466.84

MBH 824F-037-1-510 AC 3.81 2 848.62 UH 95466.99

48.73 TCS 6232467.10


AC 824F-037-1(13) AC 1.11 2 852.43 UH 92470.80

324Five Mile Wash 2 3 164 ft Conc53.00 BR 62471.37

MBH 824B 037 2 504FL49 AC 0.55 2 853.54 UH 83471.91

54.09 EQ MP 472.46 Back Equals 472.48 Ahead472.46MBH 824B037 2 504 FL48 AC 2.35 2 8UH 83472.48

MBH 824F037 2 14 FL4 AC 1.61 2 856.44 UH 83474.83

824Wash 2 8 141 ft Conc57.83 BR 60476.22

MBH 824F037 2 14 FL47 AC 2.12 2 858.05 UH 83476.44

324Moenkopi Wash 2 3 177 ft Steel58.73 BR 60477.12

MBH 824F037 2 14 27 AC 0.27 2 860.17 UH 83478.56

MBH 824F037 2 502 7 AC 3.07 2 860.44 UH 76478.83MD Var Painted Median

U 160 East62.41 J -----480.80

824Hamblin Wash 2 8 111 ft Conc63.49 BR 60481.88

MBH 824F037 2 16 7 AC 0.86 2 863.51 UH 85481.90

MBH 824F037 2 16 8 AC 3.24 2 864.37 UH 85482.76

MBH 824F037 2 16 505 AC 2.71 2 867.61 UH 85486.00

70.32 EQ MP 488.71 Back Equals 489.12 Ahead488.71MBH 824F037 2 505 AC 5.88 2 8UH 85489.12

70.60 TCS 3201489.40

MBH 824F037 2 15 3 AC 2.96 2 876.20 UH 85495.00

MBH 824F037 2 15 2 AC 5.85 2 879.16 UH 85497.96

Old Rd to Kaibito Gap Elev 529479.22 J -----498.02

MBH 824F 037 2 10 AC 7.96 2 885.01 UH 77503.81

MBH 824F 037 2 13 AC 5.62 2 892.97 UH 80511.77

93.20 TCS 3020512.00

MBH 824F 037 2 11 AC 6.36 2 898.59 UH 80517.39

1024Tanner Wash 2 10 195 ft Conc102.71 BR 80521.51

Printed: 3/21/00 U 089228Page: MP 521.51


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


UA089105.19 J [L23]523.99AC 824F-307-3-508 AC 0.28 2 8UH 93

UA089 to Bitter Springs105.23 J -----524.03

MBH 524F 041 1A MBL 0.64 2 5105.47 UH 57524.39EQ MP 524.39 Back Equals 524.27 Ahead524.27

SB 0.09TR 93

036F 041 1 A MBL 3.25 3 0106.11 UH 57525.03

MBH 524F 041 1 A MBL 3.12 2 5109.36 UH 57528.28

AC 524STP-041-1(3)P AC 15.37 2 5112.48 UH 93531.40

125.68 UB SUB SCL Page544.60JB Leave Navajo IR

AC 824STP-041-1(3)P AC 0.60 2 8127.85 UH 93546.77

SL089 South Loop128.14 J -----547.18

AC 524STP-041-1(3)P AC 2.17 2 5128.45 UH 93547.37

128.96 TCS 4895548.00

SL089 North Loop129.51 J -----548.55

SLY89 NB Wye Leg129.60 J548.64

129.96 TCS 9400549.00UB NCL NUB Page

130.39 JB Enter Glen Canyon Natl Rec Area549.31

324Colorado River 2 3 1271 ft Steel130.50 BR 58549.54

MBH 524F 041 1 60A AC 0.93 2 5130.62 UH 61549.54

Road to Wahweap Visitor Center130.80 J -----549.84

MBH 848F41 1 506 60A AC 0.09 4 8131.55 UH 91550.47

MBH 524F 041 1 601 AC 3.25 2 5131.64 UH 61550.56


134.08 TCS 3543553.00

MBH 824F41 1 506 60A AC 0.15 2 8134.89 UH 91553.81MD 12 ft Painted Median

MBH 524F 041 1 601 AC 3.03 2 5135.04 UH 61553.96

End U 089 at AZ/UT Line138.07 J -----556.99

Opposite Direction Route Length: 1.67 mi. Lengths of Frontage Roads and Others: 0.09 mi.Main Direction Route Length: 138.07 mi.UA089

Beg UA089 at Bitter Springs194.39 J -----524.07JB Inside Coconino County

Printed: 3/21/00 UA089229Page: MP 524.07

UA089STATE HIGHWAY SYSTEM LOG - UA089 MP 524.07(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 824F-037-3-508 AC 0.27 2 8194.39 UH 93524.07

MBH 124F37 3 507FLH 4E AC 3.63 2 1194.66 UH 91524.34

197.32 TCS 1925527.00

MBH 824BRF 037 3 2 AC 0.35 2 8198.29 UH 90527.97

MBH 124F37 3 507FLH 4F AC 1.78 2 1198.64 UH 91528.32

MBH 824BRF 037 3 3 AC 0.55 2 8200.42 UH 90530.10

MBH 124F37 3 507FLH 4F AC 1.35 2 1200.97 UH 91530.65

AC 124F-037-3-511 AC 5.46 2 1202.32 UH 94532.00

024NRH 95C FLH 4F BST 0.50 2 0207.78 UH 30537.46

018Colorado River 2 0 838 ft Steel208.22 BR 29537.90

Marble Canyon208.28 J -----537.96JB Leave Navajo IR

G 122FAP E95D FLH 4A BST 4.26 2 1UH 37

MBH 1124BRF 037 3 4 AC 0.07 2 10212.54 UH 90542.22

1124Badger Creek 2 10 65 ft Conc212.56 BR 93542.24

G 122FAP E95D FLH 4A BST 4.26 2 1212.61 UH 37542.29

AC 1024BRF-037-3(6) AC 0.29 2 10216.87 UH 93546.55

1024Soap Creek 2 10 100 ft Conc217.03 BR 93546.71

G 122FAP E95D FLH 4A BST 0.43 2 1217.16 UH 37546.84

G 122FL 4B AFE 8981 BST 12.51 2 1217.59 UH 37547.27

22Jacob Wash 2229.89 BR 92559.57

024FL NON 95 50 BST 6.22 2 0230.10 UH 49559.78

222Blue Clay Wash 2 2232.51 BR 92562.19

1024House Rock Canyon 2 10 110 ft Conc233.11 BR 92562.79

024F037 3 1FLN9550 AC 0.09 2 0236.32 UH 78566.00

236.41 JB Enter Kaibab NF566.09024F037 3 1 FH28A 2 AC 4.90 2 0UH 78

236.62 TCS 633566.30

G 122F037 3 1 FH28B 3 AC 1.01 2 1241.31 UH 78570.99

024A037 3 917FH28B AC 7.09 2 0242.32 UH 88572.00

MBH 224F037 3 1 FH28B AC 0.27 2 2249.41 UH 78579.09

S 067 South Jacob Lake249.62 J -----579.30X Unincorp Elev 7921

BST 224FH 28C 4 BST 7.53 2 2249.68 UH 40579.36

253.32 TCS 1132583.00

Printed: 3/21/00 UA089230Page: MP 583.00

UA089STATE HIGHWAY SYSTEM LOG - UA089 MP 586.89(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

BST 224FH 28D 3 BST 1.17 2 2257.21 UH 40586.89

AC 136F-037-3-512 AC 1.19 3 2258.38 UH 94588.06

BST 224FH 28D 3 BST 0.87 2 2259.57 UH 40589.25

BST 124FH 28D 2 BST 3.34 2 1260.44 UH 39590.12

263.78 JB Leave Kaibab NF593.46MBH 124F037 3 506FH28D2 AC 1.07 2 1UH 80

MBH 224F037 3 506F132 AC 5.47 2 2264.85 UH 80594.53

MBH 224F037 3 504F132 AC 8.49 2 2270.32 UH 80600.00

Ryan Rd (Fredonia)277.97 J -----607.65

278.32 TCS 1339608.00

MBH 224F037 3 504F132 AC 0.51 2 2278.81 UH 80608.49

278.97 JB SCL Fredonia Elev 4800608.65

MBH 448F037 3 502FLH9A AC 0.23 4 4279.32 UH 82609.00MD 12 ft Painted Median

S 389 West279.55 J -----609.23MBH 448F037 3 502FAP95 AC 0.97 4 4UH 82



MBH 224F037 3 504 95A2 AC 2.55 2 2280.52 UH 80610.20

280.62 TCS 3932610.30

282.89 JB NCL Fredonia612.57

MBH 224F037 3 504 95A2 AC 0.28 2 2283.07 UH 80612.75

End UA089 at AZ/UT Line283.35 J -----613.03


Beg S 090 at I 010 Exit #3020.00 J -----289.59JB Inside Cochise County

MBH 824F 013 1 3 AC 8.81 2 8UH 63

0.01 JB Enter Benson289.60824I 010 UP EB 0.00 2 8 15 ' - 05"TI 67

2.11 JB Temp Leave Benson291.70

2.91 TCS 8052292.50

3.12 JB Reenter Benson292.71

7.57 JB SCL Benson297.16

AC 824N-900-549 AC 0.29 2 88.81 UH 93298.40

Kartchner Caverns State Park Ent Rd8.92 J [R14]298.51Printed: 3/21/00 S 090231Page: MP 298.51


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 824F 013 1 3 AC 9.35 2 89.10 UH 63298.69

Camino De Tundra17.21 J -----306.80

17.91 TCS 8096307.50


S 08218.81 J -----308.40

MBH 824F 013 1 3 AC 0.31 2 818.90 UH 63308.49

MBH 824F 012 1 10 AC 2.94 2 819.21 UH 66308.80

20.41 TCS 10476310.00

MBH 824F 012 1 10 AC 1.62 2 822.15 UH 66311.74

22.24 UB NUB Sierra Vista311.83JB NCL Huachuca City Elev 4343

Yuma St22.34 J -----311.93

23.61 TCS 13963313.00

MBH 1124F-013-1(7) AC 0.21 3 023.77 UH 92313.36MD 14 ft Painted MedianX Curb to Left and Right

Pershing St23.78 J [B3]313.37


Patton St23.90 J [B3]313.29

MBH 1148F-013-1(7) AC 0.34 4 1123.98 UH 92313.37MD 14 ft Painted MedianX Curb to Left and Right

North Gate24.21 J -----313.60

MBH 1148F-013-1(7) AC 0.05 4 1124.32 UH 92313.71MD 14 ft Painted Median

AC 848F-013-1(7) AC 3.04 4 824.37 UH 92313.76

24.84 JB SCL Huachuca City, NCL Sierra Vista314.23

Airport Ave26.09 J [R14]315.48

MBH 824F 012 1 9 AC 0.38 2 827.41 UH 64316.80

27.72 TCS 14800317.00

SS090(1) & (2)27.79 J -----317.18EQ MP 317.18 Back Equals 317.07 Ahead

MBH 436F 012 1 509 AC 1.53 3 4UH 74317.07

28.72 TCS 15099318.00

MBH 1024F 012 1 509 AC 1.85 2 1029.32 UH 74318.60

Printed: 3/21/00 S 090232Page: MP 318.60


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Winrow Ave29.72 J -----319.00

30.72 TCS 13978320.00

MBH 824F 012 1 509 AC 0.62 2 831.17 UH 74320.45



Charleston Rd31.96 J [B24]321.24

Unknown32.07 J [B23]321.35

32.09 X Begin Curb to Left and Right321.37

Unknown32.15 J [R3]321.43

S 092 / Fry Rd32.22 J -----[B1234]321.50


MBH 448F013 504 24 1 AC 0.13 4 432.61 UH 90321.89MD 12 ft Painted Median

32.72 TCS 11989322.00

MBH 448F013 1 504 24 1 AC 0.48 4 432.74 UH 90322.02MD 12 ft Painted Median

MBH 448F13 1 504F24 1 1 AC 1.40 4 433.22 UH 90322.50MD 12 ft Painted Median

Giulio Cesare Ave33.25 J -----322.53

33.74 JB Temp Leave Sierra Vista323.02

MBH 524F 024 1 1 MBL 3.55 2 534.62 UH 60323.90

34.72 TCS 6744324.00JB Reenter Sierra Vista

35.24 UB EUB ECL Sierra Vista324.52

MBH 524S 276 3 MBL 1.00 2 538.17 UH 57327.45

AC 524STP-013-1(15)P AC 7.58 2 539.17 UH 98328.45


524San Pedro & South Western RR 2 5 113 ft Conc39.56 OP 56328.84

MBH 524S 276 2 MBL 0.37 2 546.75 UH 57336.03

End S 090 at S 080 near Tombstone47.12 J -----336.40

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 47.12 mi.SS090(1)

Beg SS090(1) to South at S 090 near Fort Huachuca0.00 J317.18Printed: 3/21/00 SS090(1)233Page: MP 317.18

SS090(1)STATE HIGHWAY SYSTEM LOG - SS090(1) MP 317.18(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1024F 012 1 9 AC 0.12 2 100.00 UH 74317.18

End SS090(1) South of S 090 near Fort Huachuca0.12 J317.30


Beg SS090(2) at S 090 to Fort Huachuca East Gate0.00 J317.18MBH 1024F 012 1 9 AC 0.31 2 10UH 74

End SS090(2) to Fort Huachuca East Gate0.31 J317.49


Beg S 092 at S 090 to Bisbee0.00 J -----[B12]321.21JB Inside Cochise County

F-013-1-510 4DHAC 224F-013-1-510 AC 0.07 2 2NB 98AC 224F-013-1-510 AC 0.07 2 2SB 98


M950 8 1 F12 1 12 40.07 DH321.28MBH 248M950 8 1F12 1 12 AC 0.05 2 2NB 87MBH 224M950 8 1F12 1 12 AC 0.05 2 4SB 87


MBH 448M950 8 1F12 1 12 AC 1.55 4 40.12 UH 87321.33

0.39 TCS 12989321.60

East Foothill Dr0.66 J -----321.87

Snyder Blvd0.98 J [B23]322.20

1.39 TCS 10043322.60

Avenida Cochise1.50 J [B23]322.71

MBH 448S577 501F12 1 12 AC 1.33 4 41.67 UH 87322.88MD 12 ft Painted Median

Greenbrier Rd2.02 J -----323.23

St Andrews Dr2.50 J [R24]323.71

2.79 TCS 11206324.00

Buffalo Soldier Trail/Garden Dr3.00 J [B24]324.21UB SCL UB Sierra Vista

MBH 448S577 501F12 1 12 AC 0.26 4 4UH 87MD 12 ft Painted Median


To Golden Acre Estates3.64 J -----324.85

Glenn Ave4.00 J [B1]325.21

MBH 448S577 1F12 1 22 AC 1.72 4 44.27 UH 90325.48Printed: 3/21/00 S 092234Page: MP 325.48


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


4.79 TCS 15646326.00


Ramsey Canyon Rd6.03 J -----327.24

6.79 TCS 7083328.00

7.02 JB Enter Coronado NF328.23MBH 448S577 1F12 1 22 AC 0.17 2 4UH 90


MBH 824F 012 1 22 AC 2.19 2 87.19 UH 70328.40

Hereford Rd East8.21 J -----329.42

MBH 824F 012 1 23 AC 1.49 2 89.38 UH 70330.59

10.29 TCS 3277331.50

10.87 JB Leave Coronado NF332.08MBH 824F 012 1 23 AC 0.63 2 8UH 70

11.50 JB Enter Coronado NF332.71MBH 824F 012 1 23 AC 1.02 2 8UH 70

12.52 JB Leave Coronado NF333.73MBH 824F 012 1 23 AC 1.05 2 8UH 70

Montezuma Canyon Rd13.57 J334.78MBH 824F 012 1 21 AC 0.30 2 8UH 69


MBH 824F 012 1 19 AC 4.99 2 817.70 UH 68339.01

Palominos Rd18.34 J -----339.65


Hereford Rd North22.44 J343.75

MBH 824F 012 1 6 MBL 1.04 2 822.69 UH 61344.00

824San Pedro & South Western RR 2 8 169 ft Steel22.93 OP 61344.24

MBH 824F012 1 8 FAP133 AC 6.51 2 823.73 UH 66345.04

27.69 TCS 3277349.00

Melody Lane (Bisbee)30.19 J -----351.50

30.24 UB WCL UB Bisbee Elev 5350351.55MBH 824F012 1 8 FAP133 AC 0.22 2 8UH 66

MBH 1048F012 1 8 FAP133 AC 1.10 4 1030.46 UH 66351.77X Curb to Left and Right

30.69 TCS 8246352.00

Printed: 3/21/00 S 092235Page: MP 352.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Bisbee/Naco Hwy31.16 J -----352.47

MBH 824NON FA133 54 8 MBL 0.68 2 831.56 UH 54352.87

32.19 TCS 12686353.50

AC 626M-950-1-501 AC 0.61 2 632.24 UH 96353.55

Toureville Rd32.33 J [R14]353.64

MBH 824NON FA133 54 8 MBL 0.71 2 832.85 UH 54354.16

School Terrace Rd33.23 J [R4]354.54



340Pedestrian Haul Rd 4 2 15 ' - 08"33.69 UP 36355.00

End S 092 at S 080 in Bisbee33.80 J -----355.11


Beg U 093 at AZ/NV State Line0.00 J -----0.00JB Mohave County

MBH 224USBR AC 1.00 2 2UH 74

AC 824STP-039-1(32)P AC 15.10 2 81.00 UH 971.00

224White Rock Canyon 2 2 213 ft Conc4.19 BR 984.19

Rest Area Turnout12.67 J [R13]12.67

Willow Beach Rd14.18 J [R13]14.18

MBH 824F 039 1 12 AC 0.01 2 816.10 UH 6816.10

G 224FLH 2 B MBL 0.37 2 216.11 UH 3616.11

16.48 EQ MP 16.48 Back Equals 17.07 Ahead16.48F039 1 9 FLH2C 4DH17.07

MBH 1024F039 1 9 AC 1.23 2 4NB 82MBH 224F039 1 9 FLH2C AC 1.23 2 2SB 83

MD Var Soil Median

17.71 JB Leave Lake Mead Rec Area18.30F039 1 9 FLH2C 4DH

MBH 1024F039 1 9 AC 4.49 2 4NB 82MBH 224F039 1 9 FLH2C AC 4.49 2 2SB 83

MD Var Soil Median

Temple Bar Rd18.52 J19.11

19.91 TCS 802020.50

F039 1 10 914FLH 2 E 422.20 DH22.79

Printed: 3/21/00 U 093236Page: MP 22.79


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1024F039 1 10 AC 6.28 2 422.20 NB 8322.79MBH 124F039 1 914FLH2E AC 6.28 2 1SB 83

MD Var Soil Median

F039 1 10 908 N 102 C 428.48 DH29.07MBH 1024F039 1 10 AC 0.21 2 4NB 83MBH 124F039 1 908N102C AC 0.21 2 1SB 77

MD Var Soil Median

F 039 1 11 908 428.69 DH29.28MBH 1024F 039 1 11 AC 6.23 2 4NB 84MBH 124F 039 1 908 AC 6.23 2 1SB 77

MD Var Soil Median


MD Var Soil Median

1024Detrital Wash (NB) 2 4 382 ft Conc35.22 BR 8235.81424Detrital Wash (SB) 2 10 412 ft ConcBR 82

MBH 224F039 1 908 1 A AC 0.03 2 235.29 UH 7735.88


MD Var Soil Median

Smith City Rd39.13 J [L2]39.72

Pierce Ferry Rd41.23 J -----[R14]41.82

Cottonwood Rd44.75 J [L2]45.34

MBH 424F039 1 919 1 A AC 0.28 2 245.55 UH 8846.14


MD Var Soil Median

46.91 TCS 857147.50

Chloride Rd52.17 J -----[R124]52.76

MBH 324F039 1 917 1A AC 0.35 2 357.37 UH 8657.96


MD Var Soil Median

Mineral Park Rd58.10 J [R124]58.69

Local Road59.18 J [R24]59.77

59.31 TCS 797259.90

Printed: 3/21/00 U 093237Page: MP 59.90


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Local Road61.45 J [R24]62.04

Local Road63.83 J [R24]64.42


MD Var Soil Median

MBH 824F 039 1 4 MBL 2.27 2 864.44 UH 6165.03

S 068 to Davis Dam66.52 J -----67.11


MBH 336F 039 1 4 MBL 1.50 3 166.71 UH 6167.30X Curb to Left

MBH 136F O39 1 1 MBL 0.61 3 368.21 UH 5968.80

68.41 TCS 2199069.00

68.82 UB WCL UB Kingman Elev 334569.41MBH 336F 039 1 1 MBL 0.90 3 1UH 59

AC 248F-039-1(25) AC 0.46 4 269.72 UH 9370.31MD 12 ft Painted MedianX Curb to Left and Right

AC 248F-039-1(25) PCC 0.27 4 270.18 UH 9370.77MD 10 ft Painted Median


00WB I 040 UP 0.00 0 0 16 ' - 05"70.44 TI 7971.03

I 04070.45 J -----71.04X MI 70.45 - 93.11 Ovlps I 040 MI 48.85 - 71.51

I 040 Exit #71 Round Valley93.11 J -----91.20MBH 824F035 1 I40 2 11 AC 0.27 2 8UH 65

AC 824F-035-1-512 AC 4.33 2 893.38 UH 9291.47

AC 224STP-035-1(21)P AC 8.20 2 297.71 UH 9695.80

AC 224STP-035-1(27)P AC 1.07 2 2105.91 UH 96104.00

AC 236STP-035-1(27)P AC 0.66 3 6106.98 UH 96105.07


AC 648STP-035-1(27)P AC 0.61 4 6107.64 UH 96105.73NB Slow Vehicle PulloutSVP 94SB Slow Vehicle PulloutSVP 94


AC 636STP-035-1(27)P AC 1.86 3 2108.25 UH 96106.34

AC 224STP-035-1(27)P AC 5.57 2 2110.11 UH 96108.20

Printed: 3/21/00 U 093238Page: MP 108.20


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

110.41 TCS 5502108.50

324Cane Springs 2 3 234 ft Conc110.51 BR 61108.60


AC 224STP-035-1(27)P AC 2.11 2 2116.46 UH 96114.55

324Deluge Wash 2 3 201 ft Conc117.58 BR 61115.67

AC 224MA-035-1(22)P AC 0.26 2 2118.57 UH 95116.66

AC 236F-035-1-547 AC 0.51 3 8118.83 UH 98116.92NB Passing LanePL 98


AC 224MA-035-1(22)P AC 6.30 2 2119.67 UH 95117.76

324Natural Corral 2 3 171 ft Conc123.41 BR 61121.50

Chicken Springs Rd125.57 J -----123.66

125.88 X Wikieup Unincorp Elev 1990123.97

125.91 TCS 5970124.00

MBH 224F 35 1 16 549A AC 0.03 2 2125.97 UH 86124.06

MBH 824F 35 1 16 502 AC 0.73 2 8126.00 UH 86124.09

AC 836STP-035-1(43)P AC 0.74 3 2126.73 UH 95124.82SB Slow Vehicle PulloutSVP 95

MBH 824F 35 1 16 502 AC 0.76 2 8127.47 UH 86125.56

324Bronco Wash 2 3 186 ft Steel127.86 BR 61125.95

AC 824ACF-035-1(13) AC 1.25 2 8128.23 UH 93126.32

1024Big Sandy River 2 10 880 ft Conc129.03 BR 93127.12

324Sycamore Wash 2 3 171 ft Conc129.47 BR 61127.56

MBH 824F 35 1 16 502 AC 3.32 2 8129.48 UH 86127.57

524Gray Wash 2 5 111 ft Conc130.49 BR 61128.58

024F 35 1 924 S50B AC 7.07 2 0132.80 UH 85130.89

124Kaiser Springs 2 1 336 ft Steel137.08 BR 52135.17

AC 824F-035-1-513 AC 0.02 2 8139.87 UH 93137.96

AC 236STP-035-1(42)P AC 0.59 3 6139.89 UH 95137.98NB Slow Vehicle PulloutSVP 95

AC 824F-035-1-513 AC 1.93 2 8140.48 UH 93138.57

324Burro Creek 2 3 964 ft Steel140.98 BR 64139.07

Local Road141.22 J [L23]139.31

Printed: 3/21/00 U 093239Page: MP 139.31


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Burro Creek Campground142.15 J [L2]140.24


AC 124F-035-1-513 AC 0.13 2 1142.41 UH 93141.59

AC 236STP-035-1(41)P AC 1.31 3 1142.54 UH 95141.72NB Slow Vehicle PulloutSVP 95

AC 124F-035-1-513 AC 2.03 2 1143.85 UH 93143.03

AC 136STP-035-1(40)P AC 1.49 3 2145.88 UH 95145.06SB Slow Vehicle PulloutSVP 95

AC 124F-035-1-513 AC 1.62 2 1147.37 UH 93146.55

MBH 536F035 1 510 F58 AC 0.01 3 5148.99 UH 90148.17

AC 236F-035-1-513 AC 0.87 3 1149.00 UH 93147.09

149.42 JB Yavapai County148.60

AC 248F-035-1-513 AC 0.51 3 2149.87 UH 93147.96

AC 136F-035-1-513 AC 1.29 3 2150.38 UH 93148.47

AC 124F-035-1-513 AC 3.15 2 1151.67 UH 93149.76

AC 448F-035-1-513 AC 0.69 4 4154.82 UH 93152.91

AC 448F-035-1-513 AC 0.13 3 4155.51 UH 93153.60

AC 824F-035-1-513 AC 0.17 2 8155.64 UH 93153.73

MBH 124F035 1 923 F 58 AC 0.26 2 1155.81 UH 83154.99

S 097 to Bagdad156.03 J -----155.21


MBH 236F 035 1 9 AC 0.95 3 2157.35 UH 66156.59

AC 824F-035-1-535 AC 0.08 2 8158.30 UH 93157.54

MBH 824F 035 1 9 AC 3.05 2 8158.38 UH 66157.62

124Santa Maria River 2 1 637 ft Steel161.43 BR 48160.67MBH 124NON S 52 47 MBL 0.11 2 1UH 48

MBH 524S242 8 7 MBL 5.09 2 5161.54 UH 59160.78

Enter Joshua Tree Parkway161.69 J160.93

MBH 524S 242 6 MBL 3.07 2 5166.63 UH 59165.87


169.76 TCS 5622169.00

AC 548F-035-1-544 AC 0.93 4 5169.84 UH 98169.08NB Passing LanePL 98SB Passing LanePL 98

Printed: 3/21/00 U 093240Page: MP 169.08


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MBH 524S 242 6 MBL 1.76 2 5170.96 UH 59170.20

MBH 524S 242 4 MBL 2.07 2 5172.72 UH 58171.96

AC 824BR-STP-035-1(20)P AC 0.57 2 8174.79 UH 95174.03

1024Date Creek 2 10 216 ft Conc174.93 BR 95174.17

MBH 524S 242 4 MBL 2.44 2 5175.36 UH 58174.60

Leave Joshua Tree Parkway177.52 J176.76

MBH 524F 035 1 927 7 AC 5.08 2 5177.80 UH 89177.04

MBH 524F 035 1 7 AC 0.30 2 5182.88 UH 64182.12

MBH 824F 035 1 5 II AC 0.16 2 8183.18 UH 64182.42


S 071183.64 J -----182.88212S 071 OP 1.57 1 2 118 ft SteelTI 64

MBH 824F 035 1 5 II AC 0.50 2 8UH 64

MBH 824F 035 1 5 I AC 9.05 2 8184.14 UH 64183.38

189.06 TCS 4012188.30

MBH 824F 035 1 4 AC 1.30 2 8193.19 UH 64192.43

S 089 N194.49 J -----193.73G 122FAP 84B BST 0.25 2 1UH 33

MBH 824F025 1 7 FAP84B AC 2.89 2 8194.74 UH 63193.98

194.87 TCS 7778194.11

Vulture Mine Rd196.42 J195.66

197.55 JB NCL Wickenburg196.79

MBH 824F 025 1 6 AC 1.80 2 8197.63 UH 63196.87

Rose Lane199.14 J -----198.38

MBH 824F 025 1 6 AC 0.23 2 8199.43 UH 63198.67

MBH 848F 025 1 510 2 AC 0.23 4 8199.66 UH 90198.90X Curb to Left and Right

MBH 848F 025 1 510 2 AC 0.41 4 8199.89 UH 90199.13X Curb to Left and Right

200.09 TCS 7125199.33

248Sols Wash 4 2 228 ft Conc200.15 BR 58199.39

MBH 924F25 1 510F84CWPA AC 0.15 2 9200.30 UH 90199.54X Curb to Left and Right

Printed: 3/21/00 U 093241Page: MP 199.54


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

End U 093 at U 060 in Wickenburg200.45 J -----199.69


Beg S 095 at SB010 and U 095 in Quartzsite0.00 J -----[B13]104.51JB Inside La Paz CountyEQ MP 104.51 Back Equals 109.10 Ahead

MBH 224STP-063-2(18)P AC 0.54 2 2UH 95109.10MD 12 ft Painted Median

0.30 TCS 4711109.40

MBH 524STP-063-2(18)P AC 0.14 2 50.54 UH 95109.64

724Plomosa Wash 2 7 Conc0.57 BR109.67

MBH 224STP-063-2(18)P AC 1.48 2 20.68 UH 95109.78

Tyson Dr1.50 J -----[B24]110.60

MBH 424F063 1 501 F264 MBL 0.04 2 42.16 UH 83111.26

MBH 124F063 1 501 502 AC 0.27 2 12.20 UH 89111.30


MBH 224STP-063-2(18)P AC 4.42 2 22.47 UH 95111.57

2.97 JB NCL Quartzsite112.07

724Climax Wash 2 7 194 ft Conc5.47 BR 83114.57

Local Road5.67 J [R14]114.77

6.30 TCS 1128115.40

BST 224NON FAS 264 56 BST 2.61 2 26.89 UH 56115.99

BST 224NON S 264 57 C BST 12.42 2 29.50 UH 57118.60

Local Road19.02 J [R1]128.12

MBH 524S 264 505 AC 0.60 2 521.92 UH 70131.02

524Bouse Wash 2 5 Conc22.27 BR131.37

MBH 524F063 2 911S265 AC 0.18 2 522.52 UH 88131.62

S 072 to Hope22.59 J -----131.69

MBH 524F063 2 911S265 AC 0.62 2 522.70 UH 88131.80

MBH 524F063 2 911 AC 0.59 2 523.32 UH 88132.42

Local Road23.76 J [R14]132.86

MBH 324F063 2 911S265 AC 1.61 2 323.91 UH 88133.01

25.52 JB Enter Colorado River IR134.62MBH 324F63 2 911 S112 AC 0.24 2 3UH 88

MBH 324F63 2 911 FLH7A AC 8.20 2 325.76 UH 88134.86

27.90 TCS 4921137.00

Printed: 3/21/00 S 095242Page: MP 137.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Poston Rd33.80 J -----142.90

33.96 JB SCL Parker Elev 420143.06MBH 848NON S 265 MBL 0.01 4 8UH 57


MBH 848F-063-2-515 AC 0.25 4 833.97 UH 95143.07MD 12 ft Painted Median

20th St34.06 J [B134]143.16

MBH 1048F-063-2-515 AC 0.61 4 1034.22 UH 95143.32MD 12 ft Painted MedianX Curb to Left and Right

34.50 TCS 11361143.60

Arizona Ave34.60 J [B24]143.70

SS095(1) to Colorado River Bridge34.83 J -----[B1234]143.93MBH 460F-063-2-515 AC 0.05 5 4UH 95


MBH 448F-063-2-515 AC 0.53 4 434.88 UH 95143.98MD 12 ft Painted MedianX Curb to Left and Right

34.90 TCS 10206144.00

Bronco Ave35.39 J -----144.49JB NCL Parker



Airport Rd35.69 J [B4]144.79MBH 824F-063-2-515 AC 0.15 2 8UH 95

824Unknown 2.23 2 835.84 UH 90144.94

Local Road35.90 J [B4]145.00

Local Road36.47 J [L2]145.57

38.00 TCS 9353147.10

824Osborne Wash 2 8 269 ft Conc38.02 BR 71147.12

MBH 824B 063 2 506 AC 0.11 2 838.07 UH 87147.17

MBH 1024B 063 2 506 AC 0.39 2 1038.18 UH 87147.28MD 12 ft Painted Median

Local Road38.41 J [R4]147.51


Printed: 3/21/00 S 095243Page: MP 147.67


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Local Road38.64 J [L2]147.74

Local Road38.77 J [B24]147.87

39.08 JB Leave Colorado River IR148.18MBH 248B 063 2 506 AC 0.15 4 2UH 89


SB095 Left Only39.20 J -----[B24]148.30

MBH 648B 063 2 504 506 AC 2.05 4 639.23 UH 89148.33MD 12 ft Painted Median

648Rio Vista Rd 4 6 0 ft39.36 OP148.46

40.81 TCS 5348149.91

MBH 736B 063 2 504 AC 2.70 3 741.28 UH 89150.38

Golf Course Dr42.42 J -----[L2]151.52

43.43 TCS 5289152.53

MBH 424B 063 2 504 AC 0.28 3 443.98 UH 89153.08

MBH 824F 063 2 503 AC 0.87 2 844.26 UH 91153.36

Spur Resort Rd Unofficial SS095 to SB09544.44 J -----[L23]153.54

45.04 TCS 4802154.14

MBH 836F 063 2 503 AC 0.55 3 845.13 UH 91154.23

SB095 Left Only45.63 J -----[B23]154.73



45.90 TCS 6972155.00MBH 524MA-063-2(19)P AC 3.78 2 5UH 97

824Buckskin Pedestrian OP 2 8 140 ft Conc45.95 OP 94155.05

Local Road46.00 J [L23]155.10

Local Road47.24 J [L2]156.34

SS095(2) to Dam49.65 J -----[L2]158.75

MBH 524MA-063-2(19)P AC 0.13 2 549.68 UH 97158.78MD 12 ft Painted Median

MA-063-2(19)P 249.81 DH158.91MBH 112MA-063-2(19)P AC 0.13 1 1NB 97MBH 112MA-063-2(19)P AC 0.13 1 1SB 97


MBH 624MA-063-2(19)P AC 2.95 2 649.94 UH 97159.04

52.63 JB Mohave County161.73

Printed: 3/21/00 S 095244Page: MP 161.73


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

324Bill Williams River 2 3 1126 ft Conc52.65 BR 67161.75

MBH 524S 405 8 AC 14.41 2 552.89 UH 70161.99

53.90 TCS 5258163.00

SS095(3) Cattail Cove Rd58.57 J -----[L23]167.67

62.90 TCS 5615172.00

MBH 524S 405 8 AC 0.57 2 567.30 UH 70176.40

67.83 UB SCL UB Lake Havasu City176.93

MBH 524F 063 2 502 AC 1.43 2 567.87 UH 82176.97

McCulloch Blvd South68.15 J177.25

Oro Grande Right Only69.08 J178.18


MBH 824F063 2 6S405511 AC 1.63 2 869.44 UH 84178.50

1024#1915 2 10 165 ft Conc69.47 BR178.53

Acoma Blvd South69.93 J -----[B124]178.99

MBH 824F63 2 6S405 511 AC 1.60 2 871.07 UH 84180.13

71.14 TCS 14301180.20

Mulberry Ave Right72.64 J181.70


Smoketree Ave Right72.98 J181.87

Swanson Ave73.36 J -----[B1234]182.25

248McCullouch Blvd 4 2 16 ' - 07"73.47 UP 77182.36

73.53 TCS 16000182.42

Mesquite Ave73.61 J -----[B1234]182.50

73.94 TCS 15102183.00

Palo Verde Blvd74.03 J -----[B1234]183.09

74.64 TCS 21000183.70

Industrial Blvd74.78 J -----[B1234]183.84

MBH 148F63 2 6F0632 1 AC 0.15 4 174.79 UH 84183.85

MBH 824F 063 2 1 AC 1.63 2 874.94 UH 78184.00

75.44 TCS 14000184.50

Palo Verde Blvd North76.44 J -----[B1234]185.50

MBH 224F 063 2 1 AC 0.35 2 276.57 UH 78185.63

Printed: 3/21/00 S 095245Page: MP 185.63


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MBH 824F 063 2 1 AC 1.44 2 876.92 UH 78185.98

77.44 TCS 11000186.50

77.72 JB Leave Lake Havasu City186.78

MBH 824F 063 2 1 AC 2.65 2 878.36 UH 78187.42

Chenoweth Dr78.45 J -----[B24]187.51JB Reenter Lake Havasu City


81.27 UB NCL UB Lake Havasu City190.63

82.74 TCS 8445191.10


MBH 824S 405 9 AC 3.84 2 887.81 UH 77197.17

MBH 824S 405 508 AC 0.94 2 891.65 UH 72201.01

MBH 124I 40 1 20 AC 0.06 2 192.59 UH 72201.95

Temp End at I 040 Exit #992.65 J -----202.01

Cont at AZ/CA Line on Colorado River Bridge near Needles117.04 J -----225.56UB Bullhead City

MBH 824BRS 569 1 AC 0.20 2 8UH 78

BST 124County 0.57 2 1117.24 UH 90225.76

117.48 TCS 9762226.00

BST 124County BST 0.92 2 1117.81 UH 90226.33

MBH 136F-065-1-532 AC 1.37 3 2118.73 UH 96227.25NB Passing LanePL 96

Mohave Valley Rd (Ex-S 095 South)118.76 J -----227.28

118.88 TCS 17589227.40

MBH 124STP-065-1(10) AC 1.46 2 1120.10 UH 93228.62

Laguna Rd120.80 J [B24]229.32


MBH 124STP-065-1(10) AC 0.18 2 1121.71 UH 93230.23

Willow Dr121.81 J [B24]230.33


MBH 124STP-065-1(10) AC 3.13 2 1122.80 UH 93231.32

Printed: 3/21/00 S 095246Page: MP 231.32


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

King St122.81 J -----[B2]231.33

Jerome Ave124.82 J [R4]233.34

125.48 TCS 18627234.00

MBH 136F-065-1-532 AC 0.21 2 1125.93 UH 96234.45

MBH 136F-065-1-532 AC 0.65 3 1126.14 UH 96234.66SB Passing LanePL 96

MBH 129F-065-1-532 AC 0.27 2 1126.79 UH 96235.31

Lipan Blvd126.87 J [R14]235.39

MBH 124STP-065-1(10) AC 1.72 2 1127.06 UH 93235.58

Chaparral Dr127.68 J -----236.20

Joy Lane127.88 J [R14]236.40

MBH 224F-065-1-519 AC 0.55 2 2128.78 UH 94237.30

El Rodeo Rd128.90 J [R14]237.42

MBH 124STP-065-1(10) AC 0.34 2 1129.33 UH 93237.85


MBH 124STP-065-1(10) AC 0.33 2 1129.88 UH 93238.40

MBH 124S357 502 CNTY AC 0.10 2 1130.21 UH 75238.73

MBH 824S 065 1 3 AC 0.07 2 8130.31 UH 81238.83

Valencia Rd130.38 J [B234]238.90MBH 448F-065-1-534 AC 1.15 4 4UH 96


131.01 JB SCL Bullhead City Elev 540239.53

Corwin Rd131.30 J [R14]239.82

Rising Sun Rd131.49 J [L2]240.01

Central Ave131.53 J [B13]240.05MBH 124F-065-1-530 AC 0.41 2 1UH 95

MBH 124F-065-1-524 AC 1.21 2 1131.94 UH 95240.46

Bullhead Parkway South132.17 J [R1]240.69

Mohave Community College132.65 J [B14]241.17

Rainbow Dr133.12 J [B14]241.64


133.58 TCS 23795242.10

Meadows Dr133.59 J [L23]242.11MBH 124F-065-1-524 AC 0.70 2 1UH 95

Printed: 3/21/00 S 095247Page: MP 242.11


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Lause Rd133.79 J [L3]242.31

Mohave Dr134.26 J -----242.78

134.28 TCS 22324243.00

MBH 224F-065-1-524 AC 1.09 2 3134.29 UH 95242.81

River View Dr134.71 J -----243.43

MBH 324S357 501 CNTY AC 0.03 2 3135.38 UH 73243.90MD 12 ft Painted Median


135.48 TCS 22179244.00

Hancock Rd135.98 J -----[B24]244.50

136.48 TCS 28761245.00

MBH 248S 065 1 6 AC 0.65 4 2137.56 UH 87246.08MD 12 ft Painted Median

Silver Creek Rd137.58 J -----[R24]246.10

MBH 248BO65 1 510 AC 0.89 4 2138.21 UH 89246.73MD 12 ft Painted Median

138.48 TCS 30955247.00

MBH 248F065 1 505 CNTY AC 1.78 4 2139.10 UH 89247.62

7th St139.76 J [B24]248.48

MBH 248F065 1 505 CNTY AC 0.17 4 2140.88 UH 89249.40MD 12 ft Painted Median

MBH 248B065 1 509 AC 0.85 4 2141.05 UH 89249.57MD 12 ft Painted Median

Bullhead Parkway North141.09 J -----249.81

141.48 TCS 14193250.00

MBH 248F 065 1 1 AC 0.92 4 2141.90 UH 85250.42

McCormick Dr141.98 J [B124]250.50

End S 095 at S 068142.82 J -----[L2]251.34

Opposite Direction Route Length: 0.13 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 118.43 mi.SB095

Beg SB095 at S 095 North of Parker0.00 J -----148.30JB Inside La Paz County

MBH 1224F 063 2 503 AC 0.22 2 8UH 71

MBH 124S 405 904 AC 2.20 2 10.22 UH 70148.52

1.56 TCS 2509149.86

Local Road1.77 J [B24]150.07Printed: 3/21/00 SB095248Page: MP 150.07

SB095STATE HIGHWAY SYSTEM LOG - SB095 MP 150.07(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

G 124County BST 3.09 2 12.42 UH 56150.72

Golf Course Dr3.11 J -----151.41


4.07 TCS 859152.37

Resort Rd5.03 J -----153.33

MBH 124S 405 2 MBL 0.77 2 15.51 UH 60153.81

5.73 TCS 628154.03

MBH 236F 063 2 503 AC 0.15 3 26.28 UH 91154.58

End SB095 at S 0956.43 J -----154.73


Beg SS095(1) to CA at S 095 in Parker0.00 J -----[B1234]143.93JB Inside La Paz County

MBH 1048F-063-2-515 AC 0.22 4 10UH 95MD 12 ft Painted MedianX Curb to Left and Right

MBH 236F-063-2-515 AC 0.54 3 20.22 UH 95144.15

0.27 TCS 6141144.20


MBH 436S 265 5 MBL 0.02 3 40.76 UH 57144.69

0.80 JB NCL Parker144.73024COLO BR FLH 8A BST 0.12 2 0UH 37

0.90 X West End of Bridge in CA144.83

End SS095(1) at CA Route 620.92 J -----144.85


Beg SS095(2) to Parker Dam at S 0950.00 J -----158.75JB Inside La Paz County

AC 524MA-063-2(19)P AC 0.80 2 5UH 97

0.35 TCS 945159.10

MBH 524S 405 3 MBH 0.06 2 50.80 UH 63159.55

End SS095(2) at Parker Dam0.86 J -----159.61


Beg SS095(3) to Cattail Cove Rd at S 0950.00 J -----167.67JB Inside Mohave County

024S 405 8 MBL 1.04 2 0UH 70

Printed: 3/21/00 SS095(3)249Page: MP 167.67

SS095(3)STATE HIGHWAY SYSTEM LOG - SS095(3) MP 168.10(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

0.43 TCS 439168.10

End SS095(3) at Cattail Cove Rd1.04 J -----168.71


Beg U 095 at Intl Border Mexico0.00 J -----0.00JB Yuma County

F 063 1 908 2DHMBH 812F 063 1 908 AC 0.13 1 2NB 84MBH 212F 063 1 908 AC 0.13 1 8SB 84


MBH 448F063 1 908S 261 AC 0.12 4 40.13 UH 840.13MD 12 ft Painted MedianX Curb to Left and Right

MBH 448F063 1 506 AC 0.20 4 40.25 UH 880.25MD 12 ft Painted Median

MBH 724F063 1 506 AC 0.29 2 70.45 UH 880.45X Curb to Right


824E Main Canal 2 8 116 ft Conc0.92 BR 880.92

MBH 724F063 1 506 AC 0.32 2 71.18 UH 881.18

AC 424F-063-1-526 AC 6.46 2 41.50 UH 961.50

2.50 TCS 102212.50

19th St4.70 J -----4.70



MBH 224NON 261 501 AC 0.02 2 27.96 UH 627.96

MBH 824HES 063 1 5 AC 0.92 2 87.98 UH 907.98

8.00 TCS 64708.00


MBH 224NON 261 501 AC 0.13 2 28.90 UH 628.90

MBH 824S 261 7 AC 2.30 2 89.03 UH 689.03


Avenue G10.35 J [B24]10.35


MBH 848S 261 7 AC 0.21 4 811.33 UH 6811.33

Printed: 3/21/00 U 095250Page: MP 11.33


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Ave F11.46 J -----11.46UB WCL UB Somerton Elev 103

MBH 848NON S 261 57B MBL 0.32 4 811.54 UH 5711.54X Curb to Left and Right

MBH 648NON S 261 MBL 0.16 4 611.86 UH 5711.86X Curb to Left and Right

11.90 TCS 1013511.90

AC 344STP-063-1-534 AC 0.06 4 312.02 UH 9712.02X Curb to Left and Right

Somerton Ave12.05 J -----[B24]12.05


MBH 848NON S 261 57B MBL 0.16 4 812.08 UH 5712.08

MBH 848S 261 3 MBL 0.07 4 812.24 UH 5712.24X Curb to Left and Right

12.31 JB ECL Somerton12.31MBH 524S 261 3 MBL 1.97 2 5UH 57

Ave E12.84 J [L2]12.84UB EUB Somerton

AC 524F-063-1-524 AC 0.44 2 514.28 UH 9614.28

County 16th St14.56 J [B124]14.56

MBH 524S 261 3 MBL 1.08 2 514.72 UH 5714.72

AC 824F-063-1-525 AC 0.18 2 815.80 UH 9615.80

County 15th St15.88 J [B24]15.88

MBH 524S 261 3 MBL 0.92 2 515.98 UH 5715.98

Local Road16.69 J [B24]16.69

County 14th St16.88 J [B234]16.88

MBH 524NON S 261 57 C MBL 0.15 2 516.90 UH 5716.90

MBH 524S 53 1 MBL 2.65 2 517.05 UH 4717.05



19.50 TCS 1347519.50


11th St19.88 J -----19.88UB WUB Yuma


Printed: 3/21/00 U 095251Page: MP 19.90


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MBH 248VLT 063 1 505 AC 0.16 4 220.40 UH 9020.40MD 12 ft Painted MedianX Curb to Left and Right


MBH 248BP 063 1 503 AC 0.80 4 220.56 UH 8720.56MD 12 ft Painted MedianX Curb to Left and Right

24th St.20.64 J [B24]20.64


21.00 TCS 2200021.00

MBH 248BP 063 1 503 AC 0.54 4 221.36 UH 8721.36MD 12 ft Painted MedianX Curb to Left and Right

Cont U 095 East on 16th St21.86 J -----21.86

MBH 448F 063 1 2 P AC 0.52 4 421.90 UH 8521.90MD 12 ft Painted MedianX Curb to Left and Right

22.10 TCS 2510022.10

Unknown22.17 BR22.17

MBH 448F 063 1 2 P AC 0.98 4 422.42 UH 8522.42MD 12 ft Painted MedianX Curb to Left and Right

Local Road22.65 J [B24]22.65

Ave "A"22.88 J -----22.88

23.12 TCS 3130023.12

Local Road23.16 J [B24]23.16

SB00823.36 J -----23.36

MBH 448S 264 513 S264 AC 0.49 4 423.40 UH 7223.40MD 12 ft Painted MedianX Curb to Left and Right

1st Ave.23.42 J [B24]23.42

23.80 TCS 2600023.80


Arizona Ave.23.90 J [B234]23.90X Curb to Left and Right

24816th St 4 2 183 ft Steel24.10 OP 6024.10

Printed: 3/21/00 U 095252Page: MP 24.10


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

424I 008 OP (NB) 0.00 2 4 260 ft Conc24.33 TI -----7024.33424I 008 OP (SB) 0.00 2 4 260 ft ConcTI 70



MBH 448F063 1 1 26 46 AC 0.30 4 424.56 UH 8524.56MD 12 ft Painted Median


Avenue 2E24.96 J [B124]24.96UB EUB Yuma

044F063 1 1 26457A AC 3.45 4 025.95 UH 8525.95

Avenue 3E25.96 J [B24]25.96

27.00 TCS 1275227.00

Avenue 6E28.63 J28.63


S 280 (Araby Rd)29.15 J [R4]29.15

MBH 824F063 1 1 26457A AC 1.40 2 829.40 UH 8529.40

Laguna Dam Rd North29.85 J -----29.85

Local Road30.68 J [B124]30.68

MBH 1048F063 1 4264 57B AC 1.08 4 1030.80 UH 8730.80

Local Road31.64 J [B124]31.64

MBH 824F063 1 4264 57A AC 1.81 2 831.88 UH 8731.88

Gila Canal33.36 BR33.36

Local Road33.53 J [R14]33.53

MBH 824F063 1 4264 57B AC 4.39 2 833.69 UH 8733.69

BST 524NON FAS 264 BST 0.14 2 538.08 UH 5038.08

MBH 524S 264 2 MBL 0.46 2 538.22 UH 5638.22

MBH 524S 264 501 AC 0.61 2 538.68 UH 6838.68


MBH 524S 264 2 MBL 3.19 2 539.29 UH 5639.29

39.30 TCS 595139.30

Dome Valley Rd - County 3rd St40.50 J -----40.50

42.00 TCS 498242.00

MBH 524S 264 3 MBL 1.54 2 542.48 UH 5842.48

Printed: 3/21/00 U 095253Page: MP 42.48


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 524F-063-1-520 AC 0.28 2 544.02 UH 9244.02

Imperial Dam Rd44.10 J -----44.10

MBH 524S 264 3 MBL 2.43 2 544.30 UH 5844.30

MBH 824F 063 1 913 AC 0.26 2 846.73 UH 8746.73


Martinez Lake Rd46.85 J46.85

MBH 524S 264 3 MBL 0.39 2 546.99 UH 5846.99

MBH 524NON S 264 61 A MBL 7.46 2 547.38 UH 6147.38

324Castle Dome 2 3 171 ft Steel53.25 BR 6153.25

54.50 TCS 306754.50

024NON 264 1948 49 BST 4.95 2 054.84 UH 4954.84

Castle Dome-Kofa Ring Rd54.90 J -----54.90

59.79 JB La Paz County59.79024NON264 1948 49 BST 10.21 2 0UH 49

70.00 TCS 190170.00024NON264 1948 49 BST 1.76 2 0UH 49

71.76 JB Yuma County71.76024NON264 1948 49 BST 2.96 2 0UH 49

MBH 524S 264 8 AC 6.20 2 574.72 UH 6774.72

MBH 624S 264 9 AC 6.15 2 680.92 UH 6880.92

BST 224NON FAS 264 49A BST 3.42 2 287.07 UH 4887.07

90.49 JB La Paz County90.49BST 224NON FAS 264 49A BST 5.46 2 2UH 48

AC 124F-063-1-512 AC 7.69 2 195.95 UH 9295.95

County 53rd Street98.57 J -----98.57

101.71 JB SCL Quartzsite Elev 870101.71

Local Road101.80 J [B24]101.80

102.00 TCS 4400102.00

Local Road103.53 J [B24]103.53

AC 624F-063-1-512 AC 0.34 2 6103.64 UH 92103.64

MBH 524S 264 512 MBL 0.02 2 5103.98 UH 69103.98

AC 524STP-063-2(18)P AC 0.51 2 5104.00 UH 95104.00

I 010 Frontage Rd104.09 J [B24]104.09

Local Road104.11 J [B24]104.11

524I 010 2 5 254 ft Steel104.24 OP 64104.24

Printed: 3/21/00 U 095254Page: MP 104.24


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

End S 095 at SB010104.51 J -----104.51X U 095 Ovlps SB010 & I 010 W to AZ/CA State Line

Opposite Direction Route Length: 0.24 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 104.51 mi.UT095

Beg UT095 at US Customs Station0.00 J -----0.00JB Yuma County

MBH 524F 063 1 911 AC 0.46 2 5UH 85

0.01 TCS 65930.01

"A" St0.15 J -----0.15

0.30 TCS 42880.30

End UT095 at U 095 in San Luis0.46 J -----0.46


Beg S 096 in Bagdad at Bruce Mine Rd0.00 J -----0.00JB Inside Yavapai County

MBH 524S 370 3 AC 4.06 2 5UH 76

3.90 TCS 12233.90

S 097 South to U 0934.02 J -----4.02

022STP-370(6)P AC 0.06 2 04.06 UH 954.06


G 220County BST 0.34 2 24.12 UH 394.46

AC 524STP-370(6)P AC 0.60 2 54.46 UH 954.80

022STP-370(6)P AC 1.50 2 05.06 UH 955.40

AC 524STP-370(6)P AC 1.10 2 56.56 UH 956.90

AC 122STP-370(6)P AC 13.64 2 17.66 UH 958.00

022Santa Maria River 2 0 392 ft Steel10.45 BR 3910.79

12.76 TCS 68913.10

End S 096 North of Hillside at "T"21.30 J -----21.64


Beg S 097 at U 0930.00 J -----155.27JB Inside Yavapai County

MBH 224S 593 901 CNTY AC 11.70 2 2UH 88

5.83 TCS 550161.10

End S 097 at S 096 near Bagdad11.70 J -----166.97


Printed: 3/21/00 S 098255Page: MP 294.67


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Beg S 098 at U 089 in Page0.00 J294.67JB Inside Coconino County

AC 524S-559-508 AC 2.82 2 5UH 95

Copper Mine Rd2.61 J [B1234]298.57

BST 524N 22 1 2 & 4 BST 1.13 2 52.82 UH 72297.49

3.95 UB ECL UB Page298.62JB Enter Navajo IR

BST 524N 22 1 2 & 4 BST 5.82 2 5UH 72

724Antelope Wash 2 7 120 ft Conc4.61 BR 72299.28

Glen Canyon Gen Station6.62 J -----301.29

BST 524N 22 4 2 & 4 BST 25.06 2 59.77 UH 72304.44

30.33 TCS 2015325.00

AC 524MA-559(1)P AC 3.11 2 534.83 UH 93329.50

Kaibeto Rd South35.06 J329.73

Kaibeto School Rd36.32 J330.99

BST 524N 22 3 2 & 4 BST 0.79 2 537.94 UH 72332.61

AC 524MA-559(1)P AC 5.00 2 538.73 UH 93333.40

BST 524N 22 3 2 & 4 BST 0.49 2 543.73 UH 72338.40

AC 524MA-559(1)P AC 1.11 2 544.22 UH 93338.89

BST 524N 22 3 2 & 4 BST 9.26 2 545.33 UH 72340.00

Inscription House Rd North54.58 J -----349.25

BST 524N 22 2 2 & 4 BST 2.86 2 554.59 UH 72349.26

57.45 JB Navajo County352.12BST 524N 22 2 2 & 4 BST 6.48 2 5UH 72

Shonto Rd North60.85 J355.52

MBH 524S 559 501 AC 0.45 2 563.93 UH 88358.60

BST 524N 22 2 2 & 4 BST 2.51 2 564.38 UH 72359.05

65.33 TCS 2100360.00

End S 098 at U 160 four Corners Rd66.89 J -----361.56


Beg S 099 South of Winslow0.00 J -----27.50JB Inside Navajo CountyX Mileposts set by Odometer

MBL 224County MBL 10.60 2 2UH 50

3.50 TCS 9731.00

Joseph City Rd8.75 J -----36.25Printed: 3/21/00 S 099256Page: MP 36.25


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

024County BST 4.55 2 010.60 UH 5038.10

124Clear Creek 2 1 167 ft Steel10.69 BR 5038.19

124Jacks Canyon 2 1 91 ft Steel11.40 BR 4938.90

Mc Hood County Park Rd11.45 J38.95

11.50 TCS 31539.00

S 087 to Winslow15.15 J -----42.65X MI 15.15 - 16.39 Ovlps S 087 MI 223.97 - 225.21X MI 16.39 - 18.34 Ovlps SB040 MI 253.85 - 251.90X MI 18.34 - 25.07 Ovlps I 040 MI 251.71 - 244.98

I 040 Exit # 245 Leupp25.07 J -----52.56JB Inside Coconino County

MBH 124I 40 4 55 AC 1.37 2 1UH 68

BST 124County BST 7.24 2 126.44 UH 6853.93

33.68 JB Enter Navajo IR61.17MBH 124N900 930S489 503 AC 10.07 2 1UH 89

38.51 TCS 58766.00

MBH 524N900 930S489 503 AC 0.98 2 543.75 UH 8971.24

44.62 X Sunrise TP72.11

Temp End S 099 at BIA 1544.73 J -----72.22X Toward Gary Mountain on U 089X MI 44.72 - 86.50 Survey Only


Beg S 101 at I 010 near 99th Ave in Phoenix0.00 J0.00UB Goodyear on West - Phoenix on EastJB Inside Maricopa CountyX MI 0.00 - 7.53 Survey Only

99th Ave North of Glendale Ave7.53 J -----7.53UB Inside Phoenix

M 600 0 501 6DHPCC 1036M 600 0 501 PCC 0.81 3 8NB 88PCC 836M 600 0 501 PCC 0.81 3 10SB 88

MD Var Soil Median

7.80 TCS 444377.80

Exit # 88.07 J -----8.07JB SCL Peoria

812Northern Ave OP (NB) 0.83 1 2 226 ft ConcTI 88212Northern Ave OP (SB) 0.83 1 8 226 ft ConcTI 88

M 600 0 501 68.34 DH8.34PCC 1036M 600 0 501 PCC 2.50 3 8NB 88

Printed: 3/21/00 S 101257Page: MP 8.34


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

PCC 836M 600 0 501 PCC 2.50 3 108.34 SB 888.34MD Var Soil Median

8.67 TCS 512748.67

Exit # 99.27 J -----9.27JB Temp Leave Peoria

812Olive Ave OP (NB) 0.75 1 2 160 ft ConcTI 88212Olive Ave OP (SB) 0.74 1 8 160 ft ConcTI 88

9.77 TCS 498149.77

Exit # 1010.27 J -----10.27JB Re-enter Peoria

812Peoria Ave OP (NB) 0.70 1 2 174 ft ConcTI 88212Peoria Ave OP (SB) 0.68 1 8 174 ft ConcTI 88

10.74 TCS 5529310.74

M 600 0 502 610.84 DH10.84PCC 1036M 600 0 502 PCC 3.93 3 8NB 88PCC 836M 600 0 502 PCC 3.93 3 10SB 88

MD Var Soil Median

Exit # 11 at U 06011.20 J -----11.20812Grand Ave UP (NB) 0.35 1 2 18 ' - 03"TI 88212Grand Ave UP (SB) 0.36 1 8 18 ' - 02"TI 88

1036Burlington Northern Santa Fe RR (NB) 3 8 16 ' - 11"11.25 UP 8811.25836Burlington Northern Santa Fe RR (SB) 3 10 16 ' - 09"UP 88

11.92 TCS 5604811.92

Exit # 1312.65 J -----12.65812Thunderbird Rd OP (NB) 0.83 1 2 242 ft ConcTI 88212Thunderbird Rd OP (SB) 0.78 1 8 242 ft ConcTI 88

13.70 TCS 5403113.70

Exit # 1514.74 J -----14.74JB WCL Glendale

812Bell Rd OP (NB) 1.08 1 2 242 ft ConcTI 88212Bell Rd OP (SB) 0.93 1 8 242 ft ConcTI 88


MD Var Soil Median

83rd Ave (NB) 16 ' - 06"15.10 UP 9015.1083rd Ave (SB) 16 ' - 11"UP 90


MD Var Soil Median

Printed: 3/21/00 S 101258Page: MP 15.12


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

15.27 TCS 4575615.27

Exit # 1615.79 J -----15.79812Union Hills UP (NB) 0.74 1 2 17 ' - 04"TI 90212Union Hills UP (SB) 0.61 1 8 17 ' - 02"TI 90

16.51 TCS 4883616.51

AZM-600-0-505 617.10 DH17.10PCC 1036AZM-600-0-505 PCC 0.29 3 8NB 96PCC 836AZM-600-0-505 PCC 0.29 3 10SB 96


Exit # 1717.23 J -----17.2321475th Ave UP (NB) 0.37 1 6 0 ftTI 9661475th Ave UP (SB) 0.44 1 2 0 ftTI 96

One Way Frontage Rd Left 6.00FROne Way Frontage Rd Right 6.00FR



17.70 TCS 5953017.70

Exit # 1818.30 J -----18.3081267th AveUP (NB) 0.47 1 4 256 ft ConcTI 9681267th Ave UP (SB) 0.53 1 4 260 ft ConcTI 96

18.70 TCS 6772818.70

Exit # 1919.18 J -----19.1881259th Ave UP (NB) 0.39 1 4 256 ft ConcTI 9681259th Ave UP (SB) 0.39 1 4 256 ft ConcTI 96


MD Var Soil Median

19.70 TCS 7119719.70

Exit # 2020.19 J -----20.1931451st Ave OP (NB) 0.60 1 6 178 ft ConcTI 9661451st Ave OP (SB) 0.67 1 2 178 ft ConcTI 96

20.70 TCS 7431020.70

Exit # 21 ( 43rd Avenue )21.17 J -----21.17

21.19 JB WCL Phoenix21.19

21.70 TCS 6715521.70

Exit # 2222.19 J -----22.1921435th Ave OP (NB) 0.60 1 6 178 ft ConcTI 96

Printed: 3/21/00 S 101259Page: MP 22.19


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

61435th Ave OP (SB) 0.67 1 2 178 ft Conc22.19 TI 9622.19





23.20 X End Mainline Paving - Traffic on Ramps to I 01723.20

Temp End S 101 near I 017 alignment23.39 J23.39X MI 23.39 - 45.07 Survey Only

123590th St OP (EB) 3 22 194 ft Conc43.40 TI 9743.40223690th St OP (WB) 3 12 194 ft ConcTI 97

45.06 X Cont S 101 - All Traffic on Ramps45.06RAM-600-1-515 (I) 4DH

AC 124RAM-600-1-515 (I) PCC 0.32 2 1NB 98AC 124RAM-600-1-515 (I) PCC 0.32 2 1SB 98


1236Arizona Canal (EB) 3 22 340 ft Conc45.14 BR 9745.142236Arizona Canal (WB) 3 25 340 ft ConcBR 97

45.38 X Begin Mainline Paving45.38RAM-600-1-515 (I) 6DH

AC 848RAM-600-1-515 (I) PCC 0.34 4 10NB 98AC 1024RAM-600-1-515 (I) PCC 0.34 2 32SB 98


RAM-600-1-515 (I) 645.72 DH45.72AC 836RAM-600-1-515 (I) PCC 0.64 3 10NB 98AC 1036RAM-600-1-515 (I) PCC 0.64 3 8SB 98


Exit # 4646.04 J46.04212Chaparral Rd UP (NB) 0.69 1 2 0 ftTI614Chaparral Rd UP (SB) 0.65 1 2 0 ftTI

RAM-600-1-515 (I) 846.36 DH46.36AC 848RAM-600-1-515 (I) PCC 0.30 4 10NB 98AC 1048RAM-600-1-515 (I) PCC 0.30 4 8SB 98


RAM-600-1-515 (II) 646.66 DH46.66AC 836RAM-600-1-515 (II) PCC 0.81 3 10NB 98AC 1036RAM-600-1-515 (II) PCC 0.81 3 8SB 98


Exit # 4747.04 J47.04

Printed: 3/21/00 S 101260Page: MP 47.04


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

214Indian School Rd (UP) (NB) 0.70 1 12 0 ft47.04 TI 9847.041214Indian School Rd (UP) (SB) 0.62 1 2 0 ftTI





Exit # 4848.06 J -----48.06214Thomas Rd UP (NB) 0.60 1 10 0 ftTI 98

1214Thomas Rd UP (SB) 0.64 1 6 0 ftTI 98

48.19 X Begin Mainline Paving48.19Unknown 0DH

00Unknown 3.87 0 0NB00Unknown 3.87 0 0SB

MD

48.50 TCS 149248.50

Exit # 4949.02 J -----49.02224McDowell Rd OP (NB) 0.61 2 2 174 ft ConcTI 96224McDowell Rd OP (SB) 0.64 2 2 174 ft ConcTI 96

49.48 TCS 6417649.48

Exit #5050.04 J -----50.04McKellips Rd OP (NB) 0 ftTIMcKellips Rd OP (SB) 0 ftTI

50.40 TCS 6676650.40

Salt River (NB) 1223 ft Conc50.88 BR 9650.88Salt River (SB) 1223 ft ConcBR 96

Exit to S 20251.21 J -----51.21S 202 (SB) 282 ft ConcBR 97

S 202 (NB) 282 ft Conc51.22 BR 9751.22

EB S 202 to NB S 101 (NB) 125 ft Conc51.35 BR 9651.35EB S 202 to NB S 101 (SB) 125 ft ConcBR 96

Exit # 5251.55 J51.55Rio Salado Parkway (NB) 170 ft ConcOP 95Rio Salado Parkway OP (SB) 0 ftTI

224One Way Frontage Rd Left 2.51 2 2FR224One Way Frontage Rd Right 2.51 2 2FR

51.60 TCS 8550651.60

Exit #5151.73 J51.73

Printed: 3/21/00 S 101261Page: MP 51.73


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

412NB to WB S 202 1 10 0 ft51.73 TI 9651.731012SB from EB S 202 1 4 0 ftTI 96

Exit #5252.06 J -----52.06University Dr UP (NB) 0 ftTIUniversity Dr (SB) 0'UP 96AZM 600 1 506 7DH

PCC 212AZM 600 1 506 PCC 0.44 3 8NB 91PCC 812AZM 600 1 506 PCC 0.44 4 2SB 91


212Victory Dr (NB) 1 8 16 ' - 10"52.35 UP 9152.35812Victory Dr (SB) 1 2 17 ' - 00"UP 91

AZM600 1 506 504 652.50 DH52.50PCC 024AZM600 1 506 504 PCC 0.57 4 10NB 91PCC 1024AZM600 1 506 504 PCC 0.57 2 0SB 91


52.56 TCS 11813652.56024Apache Blvd (NB) 2 10 17 ' - 00"UP 91

1024Apache Blvd (SB) 2 0 17 ' - 00"UP 91

024Union Pacific RR (NB) 2 10 19 ' - 08"52.81 UP 9152.811024Union Pacific RR (SB) 2 0 19 ' - 09"UP 91

Exit # 5353.06 J -----53.06124Broadway Rd UP (NB) 0.80 2 1 16 ' - 10"TI 91124Broadway Rd UP (SB) 0.78 2 1 16 ' - 09"TI 91

AZM 600 1 506 653.07 DH53.07PCC 212AZM 600 1 506 PCC 0.99 4 8NB 91PCC 812AZM 600 A 506 PCC 0.99 2 2SB 91


53.56 TCS 13788853.56

Exit 5454.06 J -----54.06X MI 54.06 - 62.00 Survey OnlyX End Mainline Paving - Traffic on Ramps to U 060 & Price Rd

Southern Ave (NB) 0 ftTISouthern Ave (SB) 0 ftTI

54.42 TCS 6284454.42

Exit #5555.08 J -----55.08124U 060 (NB) 2 1 0 ftTI 96124U 060 (SB) 2 1 0 ftTI 96

End S 101 at Future S 20262.00 J62.00


Beg S 110 at I 010 Exit #2700.00 J0.00

Printed: 3/21/00 S 110262Page: MP 0.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

0.00 UB Inside Tucson0.00JB Inside Pima CountyX MI 0.00 - 17.00 Survey Only along Kolb and Grant Rds

End S 110 at I 010 Exit #25617.00 J17.00


Beg S 143 at I 010 48th TI0.00 J -----0.00UB Inside PhoenixJB Inside Maricopa County

I 010 3 54 4DHMBH 424I 010 3 54 AC 0.27 2 0NB 68MBH 024I 010 3 54 AC 0.27 2 4SB 68



M600 3 503 506 40.27 DH0.27MBH 1224M600 3 503 506 AC 0.52 2 5NB 78MBH 524M600 3 503 506 AC 0.52 2 12SB 78


0.50 TCS 940830.50

Exit #10.76 J -----0.76124University Dr OP (NB) 0.82 2 1 204 ft ConcTI 83124University Dr OP (SB) 0.93 2 1 204 ft ConcTI 83

AZ600 3 501 505 506 40.79 DH0.79MBH 1224AZ600 3 505 506 AC 0.10 2 5NB 83MBH 524MZ600 3 501 506 AC 0.10 2 12SB 77


AZ600 3 505 506 40.89 DH0.89MBH 1224AZ600 3 505 506 AC 0.13 2 5NB 83MBH 524ER 600 3 506 AC 0.13 2 12SB 80




1.20 TCS 861141.20

1036Salt River (NB) 3 11 1161 ft Conc1.42 BR 911.421136Salt River (SB) 3 10 1161 ft ConcBR 91

Exit #2 at SS2021.75 J -----1.75424Sky Harbor Blvd OP (NB) 0.40 2 8 242 ft ConcTI 91

1136Sky Harbor Blvd OP (SB) 0.40 3 10 242 ft ConcTI 91

Printed: 3/21/00 S 143263Page: MP 1.75


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile



2.10 TCS 763152.10

2136Grand Canal Viaduct/Union Pacific RR (NB) 3 10 493 ft Conc2.20 BR 912.201036Grand Canal Viaduct/Union Pacific RR (SB) 3 21 493 ft ConcBR 91

Exit #32.53 J -----2.53824Washington Street OP (NB) 0.44 2 4 344 ft ConcTI 91424Washington Street OP (SB) 0.36 2 8 344 ft ConcTI 91



1024Van Buren St (NB) 2 10 192 ft Conc2.78 OP 912.781048Van Buren St (SB) 4 10 192 ft ConcOP 91



2.90 TCS 716432.90

Exit #4 at S 2023.26 J -----3.26824E Papago UP (NB) 1.29 2 4 16 ' - 03"TI 91424E Papago UP (SB) 0.36 2 8 16 ' - 03"TI 91

3.50 TCS 416503.50

McDowell Rd3.81 J -----[B24]3.81X Temp End S 143X MI 3.81 - 4.81 Survey Only

End S 143 at Thomas Rd4.81 J4.81


Beg S 153 at I 010 on OP0.00 J0.00UB Inside PhoenixJB Inside Maricopa CountyX MI 0.00 - 1.17 Survey Only

University Dr1.17 J -----1.17X Traffic on Ramps

HDP-920-5(001) 4DHPCC 1024HDP-920-5(001) PCC 0.59 2 10NB 96PCC 1024HDP-920-5(001) PCC 0.59 2 10SB 96

MD Var Soil Median

Printed: 3/21/00 S 153264Page: MP 1.17


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1.50 TCS 485721.50

1.76 X Begin Mainline Pavement1.76HDP-920-5(001) 6DH

PCC 1036HDP-920-5(001) PCC 0.86 3 10NB 96PCC 1036HDP-920-5(001) PCC 0.86 3 10SB 96

MD 2ft ft Conc Median Barrier

1036Salt River (NB) 3 10 1270 ft Conc1.91 BR 961.911036Salt River (SB) 3 10 1270 ft ConcBR 96

EXIT 2A SKY HARBOR BLVD2.47 J -----2.47

Sky Harbor Blvd to West (SS202 No Access to East)2.54 J2.54812WB Sky Harbor Blvd 1 10 174 ft ConcOP 96

1012EB Sky Harbor Blvd 1 8 174 ft ConcOP 96

2.55 TCS 485722.55


MD 2 ft ft Conc Median Barrier

EXIT 2B AIR LANE2.66 J -----2.66

3.25 TCS 485723.25

End S 153 at Washington St3.50 J -----3.50


Beg U 160 at U 089 near Cameron0.00 J -----311.46JB Inside Coconino County

MBH 524F064 1 910AU1 15 AC 8.74 2 5UH 65

224Hamblin Wash 2 2 198 ft Steel0.61 BR 58312.07

5.14 TCS 4961316.60

8.24 UB WUB Tuba City319.70

MBH 524F064 1 910AU115 AC 1.48 2 58.74 UH 65320.20

AC 424F-064-1-507 AC 0.11 2 410.22 UH 93321.68

AC 448F-064-1-507 AC 0.12 4 410.33 UH 93321.79X Curb to Right

S 26410.40 J -----[B1234]321.86



MBH 436B64 1 908 AU115 AC 0.56 3 410.59 UH 85322.05

Printed: 3/21/00 U 160265Page: MP 322.05


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


436Pedestrain OP 3 4 17 ' - 06"10.84 UP 86322.30

MBH 524B64 1 908AU 1 13 AC 0.36 2 511.15 UH 85322.61

00EUB Tuba City 0.00 0 011.51 UH 90322.97MBH 524B64 1 908 AU113 AC 8.03 2 8UH 85

11.74 UB EUB Tuba City323.20

15.49 TCS 3302326.95

MBH 524B64 1 503 AU 15 AC 13.29 2 519.54 UH 85331.00

Tonalea School Rd North32.05 J343.51

MBH 824F 64 1 2 900 3 AC 0.10 2 832.83 UH 85344.29

MBH 524F 64 1 2 AU 15 AC 0.07 2 532.93 UH 85344.39

MBH 524F 64 1 2 AU 17 AC 9.32 2 533.00 UH 85344.46

33.55 X Elephants Feet Camp Grounds345.01

Inscription House Rd North38.28 J349.74

124Cow Springs Wash 2 1 113 ft Conc38.43 BR 60349.89

MBH 524F064 1 2 AU 17 AC 4.22 2 542.32 UH 85353.78

46.54 JB Navajo County358.00MBH 524F064 1 505AU17 AC 0.37 2 5UH 88

Coal Mine Rd South46.85 J358.31

MBH 524F0641 505AU19 24 AC 6.63 2 546.91 UH 88358.37

S 098 North to Page50.15 J -----[L23]361.61

MBH 524F64 1 912AU19 24 AC 3.71 2 553.54 UH 90365.00

MBH 524F64 1 912AU17 24 AC 3.79 2 557.25 UH 90368.71

61.04 TCS 3626372.50MBH 524F064 1 501AU1 17 AC 1.67 2 5UH 79

524Pipe Trestle 2 5 24 ' - 02"62.09 UP 74373.55

AC 524F-064-1-511 AC 0.28 2 562.71 UH 96374.17

S 564 Navajo NM62.82 J -----[B1234]374.28

MBH 524F064 1 501AU1 17 AC 4.32 2 562.99 UH 79374.45

65.54 TCS 3950377.00

MBH 524F064 1 501AU1 19 AC 3.73 2 567.31 UH 79378.77

S 087- Survey Only68.54 J -----380.00

70.54 TCS 4147382.00

MBH 524F064 1 1 AU1 19 AC 6.80 2 571.04 UH 82382.50

MBH 524F64 1 913AU1 2 4 AC 4.01 2 577.84 UH 90389.30

Printed: 3/21/00 U 160266Page: MP 389.30


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 436MA-STP-083-1(2) AC 0.10 3 481.85 UH 98393.31MD 12 ft Painted Median

Unknown81.92 J [R3]393.38

AC 448MA-STP-083-1(2) AC 0.28 4 481.95 UH 98393.41MD 12 ft Painted Median

U 163 to Utah/ I 51982.11 J -----[B24]393.57

AC 424MA-STP-083-1(2) AC 0.32 2 482.23 UH 98393.69

MBH 524F64 1 913AU1 2 4 AC 7.81 2 582.55 UH 90394.01

524Church Rock Wash 2 5 122 ft Conc89.07 BR 62400.53

MBH 524AU 1 25 2 4 MBL 5.80 2 590.36 UH 62401.82

IR 5990.44 J [R14]401.90

MBH 524AU 1 27 MBL 0.73 2 596.16 UH 62407.62

96.74 TCS 2027408.20

96.89 JB Apache County408.35MBH 524AU 1 27 MBL 7.65 2 5UH 62

MBH 524F064 1 3 AU 127 AC 4.10 2 5104.54 UH 86416.00

Dinnehotso Rd North106.91 J418.37

524F 064 13 AU1 26 AC 3.80 2 5108.64 UH 86420.10

524Laguna Creek 2 5 131 ft Conc108.65 BR 62420.11

AC 524F-064-1(8)P AC 10.78 2 5112.44 UH 95423.90

124Chinle Wash 2 1 256 ft Steel117.58 BR 62429.04

AC 524F-0604-1-512 AC 0.22 2 5123.22 UH 95434.68

U 191 South123.36 J -----[R4]434.82

MBH 524AU 1 24 MBL 0.43 2 5123.44 UH 62434.90

123.54 TCS 2427435.00

Indian Route 12 to Bluff123.76 J -----435.22

324Walker Creek 2 3 239 ft Steel123.87 BR 62435.33MBH 524AU 1 22 MBL 18.03 2 5UH 62

U 191 North (Indian Route 12)125.76 J [L23]437.22

MBH 524AU 1 20 B2 3 4 MBL 6.40 2 5141.90 UH 61453.36

MBH 524AU 1 20 A2 3 4 MBL 4.44 2 5148.30 UH 61459.76

MBH 624F 064 1 506 AC 0.26 2 12152.74 UH 89464.20

MBH 524AU 1 20 A 2 3 4 MBL 0.96 2 5153.00 UH 61464.46

153.44 TCS 3867464.90

153.72 X State Inspection Station465.18

Printed: 3/21/00 U 160267Page: MP 465.18


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

U 064 to NM153.96 J -----465.42MBH 524NON S 427 61A AC 5.41 2 5UH 61

159.14 TCS 1607470.60



Beg U 163 at U 160 South of Kayenta0.00 J -----[B34]393.52JB Inside Navajo County

AC 052MA-STP-083-1(2) AC 0.76 4 0UH 98MD 12 ft Painted MedianX Curb to Left and Right

0.48 TCS 12365394.00

AC 052HES-STP-083-1(1) AC 0.77 4 00.76 UH 98394.28MD 12 ft Painted Median

BIA 6485 (Central Kayenta)1.28 J -----[B24]394.80

AC 052F083-1-940 AC 0.61 4 01.53 UH 97395.05MD 12 ft Painted Median

1.86 X 12 ft Wide Yellow School Crosswalk395.38

AC 124F083-1-940 AC 0.30 2 12.14 UH 97395.66MD 12 ft Painted Median

MBH 124N 18 5 3 2 4 MBL 1.59 2 12.44 UH 58395.96

124Laguna Creek 2 1 406 ft Steel2.57 BR 58396.09

MBH 124N 185 5 2 2 4 MBL 19.16 2 14.03 UH 58397.55

Owl Rock9.12 J402.64

12.48 TCS 2314406.00

End U 163 at AZ/UT State Line23.19 J -----416.71


Beg S 169 at S 069 Dewey0.00 J -----0.00JB Inside Yavapai County

MBH 524F058 1 2S447 501 AC 0.33 2 5UH 88

0.20 TCS 63840.20


MBH 524F058 1 1 447 1 AC 4.32 2 50.33 UH 880.33

MBH 524F058 1 1 AC 1.41 2 54.65 UH 864.65

Orme Rd5.18 J -----5.18

6.06 JB Enter Prescott NF6.06MBH 524F 058 1 501 AC 3.70 2 5UH 78

Printed: 3/21/00 S 169268Page: MP 6.06


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Cherry Rd9.35 J9.35

MBH 524F 058 1 501 AC 1.19 2 59.76 UH 789.76

MBH 524F 058 1 502 AC 3.60 2 510.95 UH 8110.95

14.40 TCS 381214.40

MBH 524I 17 2 63 AC 0.57 2 514.55 UH 7614.55

End S 169 at I 01715.12 J -----15.12


Beg S 170 at SY170 near Peridot0.00 J -----271.06JB Inside Gila County

MBH 224B 900 922 15 14 AC 0.29 2 2UH 83

Local Road0.14 J [B12]271.20

MBH 224B 900 922 USIS AC 3.72 2 20.29 UH 83271.35

1.94 TCS 4085273.00


324Aliso Creek 2 3 591 ft Conc3.82 BR 68274.88

End S 170 at Entrance to San Carlos Indian Agency4.01 J -----275.07


Beg SY170 at U 0700.00 J271.06MBH 224Two Way Wye Leg AC 0.15 2 2UH 83

End SY170 at S 170 near Peridot0.15 J271.21


Beg S 177 at S 077 in Winkelman0.00 J -----136.31JB Inside Gila County

AC 648S-316-510 AC 0.27 4 6UH 94X Curb to Left and Right


AC 524S-316-510 AC 1.20 2 50.27 UH 94136.58

0.28 JB WCL Winkelman & ECL Hayden Elev 2100136.59

0.69 TCS 5302137.00

Kennecott Ave1.19 J -----137.50

AC 224S-316-510 AC 12.79 2 21.47 UH 94137.78

224Water Trestle 2 2 16 ' - 08"1.58 UP137.89

1.83 JB WCL Hayden138.14

Printed: 3/21/00 S 177269Page: MP 138.14


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

2.09 TCS 4739138.40

2.10 JB Pinal County138.41

Rd to Railroad Yard3.28 J -----139.59

8.92 JB SCL Kearny Elev 2020145.23

8.99 TCS 3449145.30

Upton Dr (Kearny)9.49 J -----145.80

10.65 JB NCL Kearny146.96

10.69 TCS 3323147.00

Local Road13.01 J [L3]149.32

Local Road13.28 J [L3]149.59

MBH 524R 316 19 10 AC 1.59 2 514.26 UH 88150.57

MBH 524R 316 19 16 AC 0.13 2 515.85 UH 88152.16

Kelvin Rd W15.87 J -----152.18

MBH 524R 316 19 P 16 AC 0.15 2 515.98 UH 88152.29

MBH 224S 316 507 16 AC 5.09 2 216.13 UH 78152.44

Ray Mine Rd16.47 J152.78

19.69 TCS 2306156.00

MBH 224NONFAS 316 54B MBL 0.02 2 221.22 UH 54157.53

AC 224RS-316(22) AC 7.05 2 221.24 UH 92157.55

24.64 JB Enter Tonto NF160.95

MBH 824S 316 17 AC 2.13 2 828.29 UH 72164.60

30.42 JB SCL Superior Elev 2820166.73MBH 824S 316 17 AC 0.88 2 8UH 72

Sunset Dr30.79 J -----167.10

31.09 TCS 4018167.40

End S 177 at U 06031.30 J -----167.61


Beg S 179 at I 017 at Exit #2980.00 J -----298.95JB Inside Yavapai County

AC 524S-238-509 AC 7.21 2 5UH 94


7.05 TCS 10201306.00

AC 560S-238-509 AC 0.16 5 57.21 UH 94306.16

Jack Canyon Rd7.25 J -----306.20

Printed: 3/21/00 S 179270Page: MP 306.20


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 124S-238-509 AC 0.62 2 17.37 UH 94306.32

7.85 TCS 12894306.80

AC 360S-238-509 AC 0.13 5 37.99 UH 94306.94

Bell Rock Blvd8.05 J -----307.00

AC 124S-238-509 AC 0.93 2 18.12 UH 94307.07

MBH 124S 238 903 2 AC 0.19 2 19.05 UH 86308.00

9.24 JB Coconino County308.19MBH 124S 238 903 501 AC 4.91 2 1UH 86

9.65 TCS 11834308.60

Local Road11.12 J [B124]310.07

Local Road11.36 J [L3]310.31

Chapel Rd11.55 J -----310.50

Local Road12.14 J [B1234]311.09

12.45 TCS 14367311.40

Local Road12.85 J [R4]311.80

Local Road13.75 J [R1]312.70

MBH 824S 238 501 MBL 0.21 2 814.15 UH 68313.10


Schnebly Hill Rd14.36 J -----313.31MBH 248S 238 502 AC 0.13 4 2UH 78

14.45 TCS 18226313.40

End S 179 at SA089 Sedona14.49 J -----[B12]313.44

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 14.49 mi.SA180

Beg SA180 at U 180 North of Concho0.00 J -----343.10JB Inside Apache County

MBH 524N900 926F5 1111 AC 0.25 2 5UH 86

024N900 926AFE2401 AC 1.48 2 00.25 UH 86343.35

024N900 926WPH 6A AC 0.90 2 01.73 UH 86344.83

024N900 926 WPH6B AC 3.01 2 02.63 UH 86345.73

4.90 TCS 169348.00

MBH 424N900 926 1STREO AC 4.78 2 45.64 UH 86348.74

MBH 424N900 926 1STREO AC 0.75 2 410.42 UH 86353.52

End SA180 at S 061 in Concho11.17 J -----354.27

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 11.17 mi.U 180Printed: 3/21/00 U 180271Page: MP 215.44


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Beg U 180 at SB040 & Humphreys St in Flagstaff0.00 J -----[B24]215.44UB Inside FlagstaffJB Inside Coconino County

027F-067-1-505 PCC 0.08 2 0UH 94X Curb to Left and Right

Aspen Ave0.07 J [B2]215.51

027F-067-1-505 PCC 0.06 2 00.08 UH 94215.52MD 12 ft Painted MedianX Curb to Left and Right

027F-067-1-505 AC 0.49 2 00.14 UH 94215.58MD 12 ft Painted Median

0.46 TCS 7777215.90

Columbus Ave0.63 J -----[B24]216.07224S 210 502 AC 0.62 2 2UH 66

G 224S 24 2 NON 24 MBL 0.23 2 21.25 UH 46216.69

1.48 JB Enter Coconino NF216.92MBH 224S210 909 S 24 2 AC 0.45 2 2UH 77

MBH 224F67 1 500S 24 2 AC 0.24 2 01.93 UH 90217.37MD Var Painted Median

2.06 TCS 12050217.50

2.17 JB Temp Leave Flagstaff217.61MBH 224F67 1 500S 24 2 AC 0.10 2 2UH 90


MBH 224S210 909 S 24 2 AC 0.43 2 22.27 UH 77217.71

MBH 224F67 A 500S 24 2 AC 0.10 2 122.70 UH 90218.14

2.80 JB Reenter Flagstaff218.24MBH 1424F67 1 500S 24 2 AC 0.16 2 12UH 90


MBH 224F67 1 500S 24 2 AC 0.19 2 122.96 UH 90218.40MD Var Painted Median

Schultz Pass Rd3.11 J -----218.55

MBH 224S210 909 S 24 2 AC 0.82 2 23.15 UH 77218.59

3.97 UB NCL NUB Flagstaff219.41MBH 224S210 909 S 24 2 AC 0.31 2 2UH 77

Hidden Hollow Rd4.27 J [L2]219.71


Forest Hills Rd4.40 J [R4]219.84AC 224STP-067-1(9)P AC 0.16 2 2UH 95

Printed: 3/21/00 U 180272Page: MP 219.84


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 224S067 1 1 S210 AC 0.62 2 24.56 UH 82220.00

MBH 224S210 909 S 24 2 AC 1.29 2 25.18 UH 77220.62

AC 424STP-067-1(7)P AC 0.78 2 46.47 UH 95221.91

Parking Lot6.55 J [R14]221.99

MBH 224S210 909 S 24 2 AC 0.11 2 27.25 UH 77222.69

7.36 TCS 3396222.80MBH 224F67 1 907S 42 2 AC 0.03 2 2UH 89


Snow Bowl Rd North7.50 J -----222.94MBH 224F67 1 907S 42 2 AC 0.01 2 2UH 89

MBH 124F67 1 907S210 10 AC 12.03 2 17.51 UH 89222.95

7.56 TCS 2934223.00

8.56 X Beg San Francisco Pks Scenic Route224.00

MBH 124F67 1 907S210 11 AC 0.03 2 119.54 UH 89234.98

AC 424STP-067-1(5)P AC 0.73 2 419.57 UH 95235.01

Parking Lot20.11 J [L23]235.55

MBH 124STP-067-1(8)P MBL 1.24 2 120.30 UH 94235.74

AC 824STP-067-1(4) MBL 2.02 2 821.54 UH 95236.98

Kendrick Park Entrance21.74 J [L2]237.18

Curley Seep Spring23.14 J -----238.58

MBH 124STP-067-1(8)P MBL 4.82 2 123.56 UH 94239.00

25.46 TCS 1686240.90

AC 824STP-067-1(3) MBL 1.56 2 828.38 UH 95243.82

MBH 124STP-067-1(8)P MBL 4.87 2 129.94 UH 94245.38

34.74 JB Leave Coconino NF enter Kaibab NF250.18

MBH 124S 210 8 11 MBL 2.13 2 134.81 UH 59250.25

MBH 124S 210 9 11 MBL 2.80 2 136.94 UH 59252.38

39.56 X End San Francisco Pks Scenic Route255.00

39.74 JB Leave Kaibab NF255.18MBH 124S 210 9 11 MBL 10.41 2 1UH 59

AC 824F-033-1-510 AC 0.18 2 850.15 UH 93265.59

S 064 (MI 50.33 - 78.45 Ovlps S 064 MI 27.84 - 55.96)50.33 J -----265.77

SB040 (MI 78.45 - 83.23 Ovlps SB040 MI 402.96 - 407.74)78.45 J293.89

I 040 (MI 83.23 - 167.28 Ovlps I 040 MI 200.71 - 284.76)83.23 J298.67

Printed: 3/21/00 U 180273Page: MP 298.67


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

SB040(8) (MI 167.28 - 168.90 Ovlps SB040 MI 700.0 - 701.62)167.28 J304.81

S 077 (MI 168.90 - 169.77 Ovlps S 077 MI 233.63 - 232.76)168.90 J306.43

Cont at S 077 in Holbrook169.77 J -----[B24]307.30JB Inside Navajo County

MBH 824F051 1 1 FAP 78 AC 0.47 2 8UH 66

170.24 JB ECL Holbrook307.77MBH 524F051 1 1 FAP 78 AC 2.34 2 5UH 66

170.47 TCS 6885308.00

MBH 524NON S 367 61 A MBL 0.99 2 5172.58 UH 61310.11

Little Colorado River Bridge172.88 J -----310.41324Little Colorado 2 3 166 ft SteelBR 61

MBH 824F 051 1 501 AC 5.35 2 8173.57 UH 67311.10

178.07 TCS 1860315.60

MBH 824R 051 1 6 AC 2.85 2 8178.92 UH 70316.45

MBH 824R 051 1 12 6 AC 2.48 2 8181.77 UH 72319.30

MBH 824R 051 1 12 7 AC 3.08 2 8184.25 UH 72321.78

Petrified Forest NP Rd187.33 J -----[L2]324.86MBH 824F 051 1 12 7 AC 0.10 2 8UH 72

AC 824STP-051-1(17)P AC 13.34 2 8187.43 UH 98324.96

824Jim Camp Wash 2 8 141 ft Conc187.85 BR 70325.38


189.74 JB Apache County327.27


1024Milky Wash 2 10 129 ft Conc193.92 BR 71331.60

196.32 TCS 425334.00

1024Beaver Dam Wash 2 10 164 ft Conc200.54 BR 74338.22

MBH 824F 051 1 9 AC 1.51 2 8200.77 UH 74338.45

MBH 824F 051 1 9 AC 2.78 2 8202.28 UH 74339.96

1024Little Colorado 2 10 164 ft Conc202.39 BR 74340.07

MBH 524F 051 1 11 4 AC 15.65 2 5205.06 UH 72342.74

SA180 to Concho205.46 J -----[R1]343.14

207.82 TCS 384345.50

MBH 248F 051 1 13 AC 0.05 4 2220.71 UH 81358.39

S 061 to Concho220.76 J -----[B1]358.44EQ MP 358.44 Back Equals 363.96 Ahead

MBH 824F 051 1 13 AC 0.18 2 8UH 81363.96

Printed: 3/21/00 U 180274Page: MP 363.96


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


MBH 524F 051 1 13 AC 0.55 2 5220.94 UH 81364.14

724Big Hollow Wash 2 7 149 ft Conc221.18 BR 81364.38

221.21 TCS 1449364.41

MBH 524F051 1 503NRH78 AC 1.90 2 5221.49 UH 79364.69

Road to Moon Mead223.25 J -----366.45

School Bus Route223.39 J366.59JB WCL St Johns Elev 5650

MBH 524F051 1 503NRH78 AC 1.25 2 5UH 79

224.10 TCS 2600367.30

13th St West224.39 J367.59

MBH 824F051 1 914NRH78 AC 0.34 2 5224.64 UH 87367.84MD 12 ft Painted MedianX Curb to Right

036F 051 1 503 AC 0.09 3 0224.98 UH 79368.18MD 12 ft Painted MedianX Curb to Right

036F 051 1 503 AC 0.26 3 0225.07 UH 78368.27MD 12 ft Painted MedianX Curb to Right

4th St - St Johns225.14 J -----368.34


225.50 TCS 5551368.70

U 191 North to Sanders225.73 J -----368.93MBH 848F051 1 503 S367 AC 0.50 4 8UH 79


225.90 TCS 1585369.10

7th St West226.21 J -----369.41

MBH 524S 367 503 AC 0.32 2 5226.23 UH 66369.43

226.30 TCS 1961369.50

MBH 524S 367 3 MBL 0.01 2 5226.55 UH 60369.75

AC 524MA-051-1(15)P AC 7.39 2 5226.56 UH 95369.76

227.93 JB SCL St Johns371.13

AC 524STP-051-1(18)P AC 9.13 2 5233.95 UH 97337.15

S 081 (Lyman Lake Rd)237.08 J -----380.28

Entrance to State Prison240.03 J [R14]383.23

Printed: 3/21/00 U 180275Page: MP 383.23


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 624F051 1 14 S3675 AC 8.08 2 6243.08 UH 87386.28

243.71 TCS 1925387.30

249.28 JB WCL Springerville392.87

UY180 WB from U 060251.00 J394.20

U 060 (MI 251.16 - 255.42 Ovlps U 060 MI 351.10 - 355.36)251.16 J -----394.36

U 060 In Springerville255.42 J -----400.61MBH 224F051 2 504FH201 AC 1.04 2 2UH 75

256.46 JB SCL Springerville NCL Eager401.65MBH 224F051 2 504FH201 AC 0.63 2 2UH 75

256.91 TCS 1929402.10

MBH 524F 051 2 510 AC 1.88 2 5257.09 UH 84402.28

257.27 JB SCL Eager402.46

S 260 W257.52 J -----402.71

258.97 JB Enter Apache NF404.16MBH 524F 051 2 510 AC 2.93 2 5UH 84

MBH 524F 051 2 508 AC 4.87 2 5261.90 UH 81407.09

265.83 TCS 1322411.02

MBH 824S 269 502 AC 4.36 2 8266.77 UH 67411.96

AC 824F-051-2-515 AC 2.71 2 8271.13 UH 92416.32

North Road to Nutrioso271.49 J [L2]416.68

1024Nutrioso Creek 2 10 307 ft Conc271.66 BR 92416.85

Auger Canyon Rd271.99 J [B24]417.18

Sawmill Rd272.85 J [L2]418.04

South Road to Nutrioso273.60 J [L2]418.79

MBH 824F 051 2 12 AC 2.73 2 8273.84 UH 74419.03

MBH 824F 051 2 9 AC 4.63 2 8276.57 UH 73421.76

U 191 South to Clifton281.20 J -----426.39MBH 448F76 1 901S269 2 AC 0.34 4 4UH 90


MBH 824F76 1 901S269 2 AC 2.93 2 8281.54 UH 90426.73

MBH 824F76 1 901S269 1 AC 3.60 2 8284.47 UH 90429.66

284.81 TCS 1538430.00

End U 180 at AZ/NM Line288.07 J -----433.26

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 164.37 mi.UY180Printed: 3/21/00 UY180276Page: MP 394.20

UY180STATE HIGHWAY SYSTEM LOG - UY180 MP 394.20(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Beg UY180 WB from U 0600.00 J394.20MBH 412E Wye Leg AC 0.16 1 2UH 87

End UY180 at U 0600.16 J394.36


Beg S 181 at U 191 South of Turkey Creek Ridge0.00 J -----38.25JB Inside Cochise CountyX Mileposts set by Odometer

G 122NON FAS 181 BST 11.84 2 1UH 48

7.75 TCS 40146.00

AC 122S-982-501 AC 13.93 2 111.84 UH 9450.09

SY181 North to East Wye Leg22.71 J60.96

S 186 North to Willcox22.79 J -----[B4]61.04

SY181 West to North Wye Leg22.85 J61.10


24.82 TCS 30763.00

G 122FH 32B AFE 1811 BST 1.09 2 125.77 UH 4863.95

End at Entrance to Chiricahua NM26.86 J -----65.04

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 26.86 mi.SY181(1)

Beg SY181(1) at S 181 South of S 1860.00 J60.96AC 612S-982-501 AC 0.07 1 2UH 94

End SY181(1) at S 181 East of S 1860.07 J61.03

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 0.07 mi.SY181(2)

Beg SY181(2) at S 181 East of S 1860.00 J61.10AC 412S-982-501 AC 0.06 1 2UH 94

End SY181(2) at S 1860.06 J61.16


Beg S 186 at I 010 Exit # 340 in Willcox0.00 J -----326.32JB Inside Cochise County

MBH 824I 10 6 33 AC 0.22 2 8UH 68

MBH 248S 274 501 AC 0.95 4 20.22 UH 71326.54MD 12 ft Painted MedianX Curb to Left and Right

0.58 TCS 7186326.90

SB010 at Haskell Ave1.17 J -----[B12]327.49

Printed: 3/21/00 S 186277Page: MP 327.49


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1.17 X MI 1.17 to 1.88 Ovlps SB010(4) MI 340.04 - 340.75327.49

Cont S 186 on Maley St at Haskell Ave1.88 J -----328.20MBH 448NON S 273 A AC 0.07 4 4UH 61


MBH 848City MBL 0.23 4 81.95 UH 50328.27

MBH 824NON S 273 A AC 0.12 2 82.18 UH 61328.50

MBH 824NON S 273 A AC 0.43 2 82.30 UH 61328.62

2.73 JB SCL Willcox329.05MBH 824NON S 273 A AC 5.08 2 8UH 61

4.78 TCS 1636331.10

Kansas Settlement Rd7.81 J -----334.13MBH 824NON S 273 A AC 0.35 2 8UH 61

MBH 524S 273 2 MBL 4.89 2 58.16 UH 57334.48


16.65 X Dos Cabezas Unincorp Elev 5071342.92

BST 324State BST 0.09 2 316.74 UH 65343.01

AC 122STP-273(7) AC 16.25 2 116.83 UH 93343.10

20.43 TCS 458346.70

AC 524S-982-501 AC 0.07 2 533.08 UH 94359.35

End S 186 at S 18133.15 J -----[B2]359.42


Beg S 187 at S 387 North of Exit # 185 of I 0100.00 J -----186.77JB Inside Pinal County

MBH 224F 021 1 11 AC 0.15 2 2UH 68

G 220WPMS 122 MBL 5.27 2 20.15 UH 36186.92

2.63 TCS 417189.40

End S 187 at S 087 South of Olberg5.42 J -----192.19


Beg S 188 at S 088 near Roosevelt Dam0.00 J -----244.14JB Inside Gila County

PCC 724F 038 1 501 9 PCC 0.57 2 7UH 90

724Roosevelt Lake 2 7 1960 ft Conc0.12 BR 90244.26

MBH 524F038 1 501FLH987 AC 0.35 2 50.57 UH 90244.71

MBH 524FLH 9 8 7 AC 1.66 2 50.92 UH 89245.06

Printed: 3/21/00 S 188278Page: MP 245.06


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

524Vineyard Canyon 2 5 246 ft Conc2.45 BR 89246.59

MBH 524FLH 9 8 6 AC 1.74 2 52.58 UH 89246.72

524Mills Canyon 2 5 189 ft Conc3.05 BR 89247.19



MBH 524FLH 9 8 5 AC 0.51 2 54.32 UH 85248.46

Bachelor Cove Rd4.39 J248.53

724Cholla Bay 2 7 238 ft Conc4.58 BR 85248.72

Cholla Campground Rd4.67 J248.81

MBH 436FLH 9 8 5 AC 0.27 3 44.83 UH 85248.97MD Var Painted Median

Local Road5.00 J [R14]249.14

MBH 524FLH 9 8 5 AC 0.68 2 55.10 UH 85249.24

724Rock Creek 2 7 303 ft Conc5.47 BR 85249.60

MBH 524FLH 9 8 4 AC 1.15 2 55.78 UH 84249.92

5.86 TCS 2375250.00


Local Road6.99 J [R14]251.13

MBH 524FLH 9 8 4 AC 1.94 2 57.17 UH 84251.31

724Bumble Bee Creek 2 7 261 ft Conc7.88 BR 84252.01


Local Road9.23 J [R14]253.37

MBH 524FLH 9 8 4 AC 2.20 2 59.45 UH 84253.59

724Ash Creek 2 7 254 ft Conc11.19 BR 84255.17

AC 624F-038-1(14) AC 1.35 2 611.65 UH 93255.79

AC 824PLH-038-1(15) AC 4.35 2 813.00 UH 95257.14

13.39 X Sycamore Creek Conc Dip257.53

Riverside Acres Rd East16.14 J -----260.28

BST 424FLH RS 456 2 BST 1.42 2 417.35 UH 78261.49

Local Road17.86 J [R14]262.00

18.36 TCS 2463262.50

Punkin Center Rd East18.42 J262.56

024S 456 502 BST 0.89 2 018.77 UH 71262.91

Printed: 3/21/00 S 188279Page: MP 262.91


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

19.66 EQ MP 263.80 Back Equals 264.00 Ahead263.80024S 456 502 BST 1.01 2 0UH 71264.00

024S 456 502 BST 0.88 2 020.67 UH 71265.01

AC 824PLH-038-1(19) AC 3.98 2 821.55 UH 96265.89


AC 524MA-038-1(27) AC 3.78 2 525.53 UH 96269.95


224Gold Creek 2 2 230 ft Conc27.68 BR 66272.10

AC 124MA-038-1(27) AC 2.50 2 129.31 UH 96273.73

MBH 524F038 1 6S456 501 AC 0.42 2 531.81 UH 85276.23

MBH 836B 053 1 512 AC 0.13 3 832.23 UH 88276.65

End S 188 at S 087 South of Rye32.36 J -----276.78


Beg S 189 at Nogales Intl Border0.00 J -----0.00JB Santa Cruz County

DE-032-1(5) 4DHAC 424DE-032-1(5) AC 0.34 2 2NB 96AC 224DE-032-1(5) AC 0.34 2 4SB 96



AC 648DE-032-1(5) AC 2.21 4 60.34 UH 960.34MD 12 ft Painted Median

0.60 TCS 115000.60

Target Range Rd1.12 J [B124]1.12

1048Mariposa Canyon #1 4 10 191 ft Conc1.59 BR 961.59

Mariposa Ranch Rd1.71 J [L23]1.71

Industrial Park Dr1.91 J [B4]1.91

Road to Nogales H.S.2.50 J -----2.50

AC 448DE-032-1(5) AC 0.33 4 42.55 UH 962.55MD 12 ft Painted MedianX Curb to Left and Right

2.60 TCS 110002.60

448Mariposa Canyon #2 4 4 208 ft Conc2.83 BR 962.83

DE-032-1(5) 52.88 DH2.88PCC 236DE-032-1(5) PCC 0.04 3 2NB 96PCC 224DE-032-1(5) PCC 0.04 2 2SB 96


Printed: 3/21/00 S 189280Page: MP 2.88


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile




448SB I 019 UP 0.00 4 4 16 ' - 02"2.97 TI 682.97

I 019 Exit # 4, Mariposa2.98 J -----2.98

448NB I 019 UP 0.00 4 4 16 ' - 02"2.99 TI 682.99




3.30 TCS 113003.30

End S 189 at SB0193.75 J -----3.75


Beg U 191 at S 080 near Douglas0.00 J -----0.00JB Inside Cochise County

MBH 524S 206 504 10 AC 7.57 2 5UH 71

3.00 TCS 25833.00

Double Adobe Rd7.39 J -----7.39

MBH 824S 206 11 AC 4.94 2 87.57 UH 697.57

12.00 TCS 215712.00

MBH 824S 206 12 AC 5.95 2 812.51 UH 7012.51

Davis Rd18.33 J18.33

MBH 824S 206 503 AC 4.54 2 818.46 UH 7218.46

AC 124F-077-1-506 AC 14.29 2 123.00 UH 9223.00

Central Hwy24.26 J24.26

Road to Elfrida Post Office24.66 J -----24.66

31.00 TCS 118231.00

AC 224F-077-1-506 AC 0.41 2 237.29 UH 9237.29

MBH 224NON FA 114G MBL 0.44 2 237.70 UH 4037.70

S 181 to S 18638.12 J -----38.12

Printed: 3/21/00 U 191281Page: MP 38.12


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 224S206 507 NF1146 AC 4.86 2 238.14 UH 8038.14

42.00 TCS 143142.00

Kansas Settlement Rd42.96 J42.96

MBH 224S206 507 S114 8 AC 2.84 2 243.00 UH 8043.00

Pearce Rd45.69 J -----45.69

BST 224S 114 8 BST 7.42 2 245.84 UH 4745.84

49.00 TCS 270549.00

BST 324S 114 9 BST 4.24 2 353.26 UH 4853.26

Richland Way53.50 J -----53.50

56.20 TCS 119856.20

AC 224MA-206(13)P AC 9.11 2 257.50 UH 9557.50

024Union Pacific RR 2 0 144 ft Steel62.86 OP 3662.86

MBH 524I002 5 6 AC 0.23 2 566.61 UH 5866.61

Temp End at I 010 Exit # 33166.84 J -----66.84X MI 66.84 - 87.62 Ovlps I 010 MI 332.72 - 353.50

Cont North at I 010 Exit # 35287.62 J -----87.48MBH 224S207 904 I10 65 AC 0.07 2 2UH 77

MBH 224S207 904 S115 6 AC 4.90 2 287.69 UH 7787.55

88.14 TCS 191488.00

UY191(1) 2-Way Wye Leg90.27 J -----90.13

92.59 JB Graham County92.45MBH 224S207 904 S115 5 AC 0.47 2 2UH 77

MBH 224F057 1 901S115 5 AC 4.98 2 293.06 UH 7892.92

AC 224F-057-1-502 AC 5.90 2 298.04 UH 9497.90

MBH 524F 057 1 2 AC 4.02 2 5103.94 UH 79103.80

104.14 TCS 1935104.00

S 266 (Fort Grant Rd)104.51 J -----104.37

MBH 824F 057 1 1 AC 3.94 2 8107.96 UH 77107.82

1024Stockton Wash 2 10 137 ft Conc111.25 BR 38111.11

111.44 TCS 2826111.30

MBH 824F57 1 908S207 11 AC 5.64 2 8111.90 UH 90111.76

S 366 Swift Trail113.83 J -----113.69

115.14 TCS 5362115.00

MBH 824F57 1 501S207 11 AC 0.82 2 8117.54 UH 83117.40

AC 048F-057-1-505 AC 0.84 4 0118.36 UH 95118.22

Printed: 3/21/00 U 191282Page: MP 118.22


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


118.85 UB SUB Safford Elev 2900118.71

Solomon Rd118.96 J [B24]118.82

Arizona DOT Yard Entrance119.04 J -----118.90

119.14 TCS 8389119.00


MBH 848F57 1 3S207 503 AC 1.80 4 8119.20 UH 84119.06

Lone Star Rd119.95 J [B24]119.81

24th St120.21 J -----120.07

120.64 TCS 9551120.50

MBH 248F57 1 3S207 503 AC 0.16 4 2121.00 UH 84120.86X Curb to Left and Right

Temp End at U 070121.16 J -----121.02X MI 121.16 - 131.19 Ovlps U 070 MI 76.16 - 86.19

Cont North on U 191 at U 070131.19 J -----130.64BST 224S 44 2 BST 0.39 2 2UH 52

UY191(2) South to West Wye Leg131.50 J130.95

MBH 524R 051 2 15 AC 7.97 2 5131.58 UH 76131.03

131.95 TCS 2621131.40

MBH 624F051 2 34NON 44 AC 5.07 2 6139.55 UH 88139.00

144.62 JB Greenlee County144.07BST 224S 46 2 3 NON 46 BST 1.59 2 2UH 50

BST 136S 46 2 3 NON 46 BST 0.53 3 1146.21 UH 50145.66

BST 224S 46 2 3 NON 46 BST 0.81 2 2146.74 UH 50146.19

BST 224S 46 2 3 NON 46 BST 4.16 2 2147.55 UH 50147.00

BST 136S 46 2 3 NON 46 BST 1.76 3 1151.71 UH 50151.16

BST 224S 46 2 3 NON 46 BST 1.72 2 2153.47 UH 50152.92

124Guthrie Wash 2 1 707 ft Steel154.02 BR 50153.47

S 075 and S 078155.07 J -----154.52

MBH 124F 051 2 503 AC 0.09 2 1155.19 UH 70154.64

F051 2 23 503 4155.28 DH154.73MBH 1024F051 2 23 AC 2.10 2 4NB 82MBH 124F051 2 503 AC 2.10 2 1SB 70

MD Var Soil Median

124Cold Creek 2 1 278 ft Steel155.45 BR 41154.90

124Rattlesnake Canyon 2 1 290 ft Conc156.89 BR 42156.34

Printed: 3/21/00 U 191283Page: MP 156.34


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

F051 2 23 3 503 4157.38 DH156.83MBH 1024F051 2 23 503 AC 0.29 2 4NB 82MBH 124F051 2 3 AC 0.29 2 1SB 80

MD Var Soil Median

F051 2 3 503 4157.67 DH157.12MBH 124F051 2 503 AC 2.90 2 1NB 70MBH 424F051 2 3 AC 2.90 2 10SB 80

MD Var Soil Median

157.85 TCS 4732157.30

158.00 JB SCL Clifton Elev 3502157.45

Skyline View Rd158.09 J157.54

MBH 224F 051 2 3 AC 0.07 2 12160.57 UH 80160.02

MBH 536S 218 11 AC 0.92 3 5160.64 UH 64160.09

MBH 536F51 2 33S218 11 AC 0.80 3 5161.56 UH 90161.01

MBH 824F51 2 33S218 11 AC 0.29 2 8162.36 UH 90161.81

MBH 824F051 2 33 919 AC 0.25 2 8162.65 UH 90162.10

MBH 224F 051 2 919 AC 0.05 2 2162.90 UH 86162.35

MBH 724F 051 2 919 AC 0.55 2 7162.95 UH 86162.40

Entrance to Clifton High School163.50 J -----162.95MBH 724F 051 2 919 AC 0.42 2 7UH 86

163.55 TCS 7569163.00

MBH 324F051 2 501 CITY AC 0.06 2 3163.92 UH 71163.37

MBH 824F051 2 913 501 AC 0.52 2 8163.98 UH 82163.43

324San Francisco River 2 3 365 ft Steel164.02 BR 59163.47

UX191 at Bridge St164.50 J -----163.95X MI 164.21 - 179.83 Survey Only

UX191 near Granville180.12 J -----173.18G 122FH 19A STATE BST 0.22 2 1UH 52

024F51 2 924 STATE AC 0.49 2 0180.34 UH 90173.40

G 122FH 19A STATE BST 0.19 2 1180.83 UH 52173.89

024F51 2 924 STATE AC 0.77 2 0181.02 UH 90174.08

181.79 JB Enter Apache NF174.85G 122FH 19A STATE BST 0.11 2 1UH 52

G 122NRS 101A STATE BST 0.54 2 1181.90 UH 52174.96

182.44 JB Leave Apache NF175.50G 122NRS 101A STATE BST 1.05 2 1UH 52

183.49 JB Enter Apache NF176.55

Printed: 3/21/00 U 191284Page: MP 176.55


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

G 122NRS 101A STATE BST 1.18 2 1183.49 UH 52176.55

G 122FH 19A STATE BST 0.70 2 1184.67 UH 52177.73

185.37 X Granville Elev 6948178.43G 122FH 19A NON 101 BST 1.35 2 1UH 53

G 122NRS 101B NON 101 BST 1.89 2 1186.72 UH 53179.78

G 122FH 19A NON 101 BST 0.50 2 1188.61 UH 53181.67

G 122NRS 101C NON 101 BST 0.75 2 1189.11 UH 53182.17

G 122WPSS 101D NON BST 2.80 2 1189.86 UH 53182.92

G 122FH 19A NON 101 BST 0.28 2 1192.66 UH 53185.72

192.94 X Grays Peak Maint Camp186.00G 122FH 19A STATE BST 3.00 2 1UH 52

Woolaroc Rd195.03 J188.09

024FH 19A STATE BST 0.46 2 0195.94 UH 56189.00

BST 124FH 19A NON 101 BST 2.04 2 1196.40 UH 56189.46

198.44 EQ MP 191.50 Back Equals 191.84 Ahead191.50MBH 124F051 2 914STATE AC 1.16 2 1UH 83191.84

U 191 Survey Route199.60 J193.00MBH 124F051 2 914STATE AC 2.50 2 1UH 83

MBH 124F051 2 507 WPSS AC 0.94 2 1202.10 UH 80195.50

024F051 2 507FH19A AC 6.41 2 0203.04 UH 80196.44

205.60 TCS 98199.00

209.45 EQ MP 202.85 Back Equals 203.42 Ahead202.85MBH 124F051 2 507S1016 AC 1.02 2 1UH 80203.42

024F051 2 507S1016 AC 0.56 2 0210.47 UH 80204.44

MBH 124F051 2 506S218 8 AC 1.05 2 1211.03 UH 79205.00

MBH 124F051 2 506FH 19B AC 7.75 2 1212.08 UH 79206.05

Rose Peak Ranger Station Rd213.47 J -----207.44

MBH 124F051 2 506FH 19B AC 7.10 2 1219.83 UH 79213.80

226.03 TCS 108220.00

226.93 X MP 221 to 253 set by Odometer220.90MBH 224FH 19B 5 8 MBL 4.11 2 2UH 62

MBH 224FH 19B 5 8 MBL 0.19 2 2231.04 UH 62225.01

MBH 124FH 19B6 D7 MBL 6.17 2 1231.23 UH 62225.20

237.40 X Hannagan Meadow Elev 9200231.37MBH 124FH 19D 8 11 MBL 2.76 2 1UH 62

MBH 224FH 19D 5 6 11 MBL 5.77 2 2240.16 UH 62234.13

Printed: 3/21/00 U 191285Page: MP 234.13


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

245.74 X Beaver Head Lodge Elev 8040239.71

MBH 124FH 19D 3 D 4 11 MBL 5.90 2 1245.93 UH 62239.90

MBH 124FH 19D 9 MBL 1.65 2 1251.83 UH 62245.80

MBH 124FH 19C 3 D2 MBL 0.12 2 1253.48 UH 62247.45

253.60 JB Apache County247.57MBH 124FH 19C 3 D2 MBL 6.17 2 1UH 62

U 180 East to NM259.77 J -----253.74X MI 259.77 - 315.24 Ovlps U 180 MI 281.20 - 225.73

Cont to Sanders at U 180 St Johns315.24 J -----315.55MBH 1324NON FAS 367 56A MBL 0.11 2 13UH 56


AC 124F-071-1-508 AC 6.48 2 1315.35 UH 92315.66

1024Little Colorado River 2 10 141 ft Conc315.38 BR 78315.69

315.40 JB NCL St Johns315.71

316.69 TCS 1407317.00

Power Plant Rd West320.27 J -----320.58

321.69 TCS 610322.00

024S203 906 NRS113 AC 0.10 2 0321.83 UH 75322.14

MBH 124S203 907 WPA ST AC 1.51 2 1321.93 UH 77322.24

MBH 124F 071 1 502 AC 0.23 2 1323.44 UH 77323.75

MBH 124S203 907 WPA ST AC 6.85 2 1323.67 UH 77323.98

MBH 124F071 1 505S113 5 AC 7.17 2 1330.52 UH 79330.83

124Zuni Wash 2 1 150 ft Steel331.31 BR 50331.62

MBH 124F071 1 506S1135 AC 6.63 2 1337.69 UH 84338.00

S 061 East344.31 J -----344.62

MBH 124F071 1503 S11345 AC 0.33 2 1344.32 UH 78344.63

MBH 224F071 1503 S129 3 AC 7.22 2 2344.65 UH 78344.96

MBH 124F071 1503 NF129 AC 4.19 2 1351.87 UH 78352.18

355.69 TCS 1239356.00

MBH 124F071 1504 NF129 AC 8.57 2 1356.06 UH 78356.37

AC 824HES-071-1(1) AC 2.10 2 8364.63 UH 93364.94

AC 848HES-071-1(1) AC 0.25 3 8366.73 UH 93367.04

AC 824HES-071-1(1) AC 0.90 2 8366.98 UH 93367.29

124Rio Puerco 2 1 256 ft Conc367.85 BR 49368.16

MBH 124I 40 5 31 AC 0.28 2 1367.88 UH 64368.19

Printed: 3/21/00 U 191286Page: MP 368.19


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

124Burlington Northern Santa Fe RR 2 1 141 ft Steel367.93 OP 49368.24

I 040 Exit # 339 near Sanders368.16 J -----368.47X MI 368.16 - 374.27 Ovlps I 040 MI 339.11 - 333.00

I-40 Exit #333 (CHAMBERS)374.27 J -----374.00EQ MP 374.58 Back Equals 374.00 Ahead

Cont at I 040 Exit # 333 near ChambersJX Milepost set by Odometer

MBH 224F77 1 505S271 1 AC 0.56 2 2UH 85

374.47 TCS 1362374.20

Chambers School Rd374.78 J -----374.51

MBH 124F77 1 505S2711 AC 4.03 2 1374.83 UH 85374.56

378.86 JB Enter Navajo IR378.59MBH 624F77 1 505 USIS AC 0.11 2 6UH 85

MBH 624F 077 1 3 USIS AC 6.30 2 6378.97 UH 85378.70

385.27 TCS 1312385.00MBH 624USIS MBL 0.42 2 6UH 72

385.69 EQ MP 385.42 Back Equals 385.12 Ahead385.42BST 224USIS BST 4.39 2 2UH 69385.12

BST 224USIS BST 7.49 2 2390.08 UH 69389.51

Wide Ruins Rd East392.43 J391.86

BST 224USIS BST 2.24 2 2397.57 UH 69397.00

BIA 28 to Greasewood397.74 J -----397.17

BST 124N 8 13 B BST 8.38 2 1399.81 UH 64399.24

407.57 TCS 1171407.00

BST 124N 8 13 A BST 4.01 2 1408.19 UH 64407.62

Cornfields Rd West410.63 J410.06

S 264 at Ganado412.20 J -----411.63X MI 412.2 - 418.08 Ovlps S 264 MI 124.92 - 119.04

Cont U 191 North at S 264/BIA 15 - West Ganado418.08 J -----417.55224F060 1 505 AC 0.12 2 2UH 88


024F077 1 501 N8 AC 7.33 2 0418.20 UH 79417.67

024N 8 5 BST 0.26 2 0425.53 UH 64425.00

BST 124N 8 4 BST 9.00 2 1425.79 UH 64425.26

Nazlini Rd East429.75 J429.22

432.53 TCS 1826432.00

BST 124N 8 6 BST 1.74 2 1434.79 UH 64434.26

Printed: 3/21/00 U 191287Page: MP 434.26


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 124F077 1 902N 8 6 AC 3.71 2 1436.53 UH 88436.00

MBH 124F077 1 902N 8 7 AC 7.11 2 1440.24 UH 88439.71

443.82 UB SUB Chinle443.2900Cottonwood Wash 0 0 32 ft ConcBR 64

Road to Chinle Hospital447.21 J -----446.68

MBH 524F 077 1 12 AC 0.40 2 5447.35 UH 87446.82

447.53 TCS 6184447.00

MBH 248F 077 1 12 AC 0.38 4 2447.75 UH 87447.22



BIA 7 to Chinle448.45 J -----447.92

MBH 524F 077 1 12 AC 0.09 2 5448.84 UH 87448.31

AC 124STP-077-1(4)P AC 13.62 2 1448.93 UH 94448.40

450.08 UB NUB Chinle449.55

455.53 TCS 4075455.00

BIA 59 to Rough Rock462.28 J -----461.75

BST 124N 8 11 BST 0.14 2 1462.55 UH 64462.02

BST 224N 8 12 BST 6.94 2 2462.69 UH 64462.16

469.53 TCS 635469.00

BST 224N 17 2 A BST 1.51 2 2469.63 UH 64469.10

00Chinle Wash 0 0 658 ft Conc470.55 BR 64470.02

BST 224N 17 2 R BST 7.29 2 2471.14 UH 64470.61

224Agua Sal Wash 2 2 252 ft Conc476.87 BR 64476.34

MBH 224F077 1 503 N172R AC 0.44 2 2478.43 UH 79477.90

BIA 12 to Lukachukai478.56 J -----478.03X Round Rock Trading Post

MBH 124F077 1 503 N12S2 AC 3.66 2 1478.87 UH 79478.34

00Agua Sal Wash 0 0 284 ft Conc480.86 BR 62480.33

AC 124F-077-1(9) AC 18.96 2 1482.53 UH 95482.00

486.53 TCS 1216486.00

00Lukachukai Creek 0 0 422 ft Conc488.88 BR 62488.35

BIA 35 at Rock Point495.67 J -----495.14

495.76 X Rock Point Trading Post495.23

Printed: 3/21/00 U 191288Page: MP 495.23


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

BST 124N 12 7 BST 3.65 2 1501.49 UH 63500.96

502.53 TCS 946502.00

BST 124N 12 7A BST 5.73 2 1505.14 UH 63504.61

U 160510.87 J -----510.34X MI 510.87 - 513.27 Ovlps U 160 MI 123.36 - 125.76

Cont U 191 signing North on BIA 12513.27 J512.74X MI 513.27 - 518.27 Ovlps BIA 12

End U 191 at UT/AZ Line518.27 J517.74

Opposite Direction Route Length: 5.29 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 396.98 mi.UB191

Beg UB191 at Intl Border in Douglas0.00 J0.00UB SCL UB DouglasJB Cochise County

MBH 324F049 1 903 CITY AC 0.06 2 3UH 76


8th St0.55 J0.55

Cont East on 14th St1.08 J1.08

End UB191 at S 0801.10 J1.10

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 1.10 mi.UX191

Beg UX191 at U 191 in Clifton0.00 J -----163.95JB Inside Greenlee County

MBH 824F051 2 913 1501 AC 0.16 2 8UH 82X Curb to Left and Right

MBH 324F 051 2 502 AC 1.40 2 30.16 UH 70164.11

0.45 TCS 7788164.40

Chase Creek St0.89 J -----164.84

MBH 324F 051 2 502 AC 0.66 2 31.56 UH 70165.51

1.59 JB WCL Clifton165.54

2.05 TCS 7329166.00

030S 59 1 MBL 0.34 3 02.22 UH 48166.17

MBH 324S 59 1 MBL 1.01 2 32.56 UH 48166.51

3.33 JB Reenter Clifton167.28

Road to Morenci3.40 J -----167.35

3.42 JB WCL Clifton167.37

Printed: 3/21/00 UX191289Page: MP 167.37

UX191STATE HIGHWAY SYSTEM LOG - UX191 MP 167.52(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 524S 59 1 MBL 1.45 2 53.57 UH 48167.52

1224Pedestrian OP 2 12 18 ' - 00"3.76 UP 72167.71

4.05 TCS 5348168.00

1224Pedestrian OP 2 12 18 ' - 00"4.13 UP 72168.08

4.90 X Overhead Ore Belt168.85

MBH 524S 59 3 MBL 0.90 2 55.02 UH 49168.97

Smelter Mine Rd5.12 J -----169.07

024Mine RR 2 0 15 ' - 00"5.38 UP 49169.33

MBH 524S 59 2 MBL 0.42 2 55.92 UH 48169.87

024Tunnel 2 0 15 ' - 00"5.96 TN 49169.91

6.05 TCS 1111170.00

MBH 224F 205 MBL 9.28 2 26.34 UH 73170.29

Road to Stargo6.95 J -----170.90

Eagle Creek Rd W8.22 J172.17

11.05 TCS 589175.00

End UX191 at U 191 & FH 1915.62 J -----179.57

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 15.62 mi.UY191(1)

Beg UY191(1) at I 010 Exit #355 (Luzena)0.00 J -----86.67MBH 5242 Way Wye Leg AC 3.46 2 5UH 61

1.33 TCS 16688.00

End UY191(1) at U 1913.46 J -----90.13

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 3.46 mi.UY191(2)

Beg UY191(2) at U 191 near U 0700.00 J130.95BST 712UH S44 2 BST 0.34 1 7UH 52

End UY191(2) at U 0700.34 J131.29


Beg S 202 at I 0100.00 J -----0.00UB Inside PhoenixJB Inside Maricopa County

M 600 5 506 6DHPCC 236M 600 5 506 PCC 0.52 3 2EB 90PCC 236M 600 5 506 PCC 0.52 3 2WB 90


S 051 N0.07 J0.07

Printed: 3/21/00 S 202290Page: MP 0.07


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

0.50 TCS 910720.50

M 600 5 506 60.52 DH0.52PCC 1036M 600 5 506 PCC 0.17 3 8EB 90PCC 836M 600 5 506 PCC 0.17 3 10WB 90


M 600 5 501 80.69 DH0.69PCC 1048M 600 5 501 PCC 1.28 4 8EB 90PCC 848M 600 5 501 PCC 1.28 4 10WB 90


Exit # 1B0.74 J -----0.7481224th Street OP (EB) 0.68 1 2 253 ft ConcTI 9021224th Street OP (WB) 0.76 1 8 253 ft ConcTI 90

1.00 TCS 1900961.00

Exit # 1C1.75 J -----1.7522432nd Street OP (EB) 0.74 2 2 194 ft ConcTI 9022432nd Street OP (WB) 0.72 2 2 194 ft ConcTI 90

M-600-5-525 81.97 DH1.97PCC 1048M 600 5 501 PCC 0.27 4 8EB 90PCC 848M-600-5-525 PCC 0.27 4 12WB 98

MD Var Conc Median Barrier

M-600-5-525 102.24 DH2.24PCC 1055M-600-5-525 PCC 0.67 5 3EB 98PCC 355M-600-5-525 PCC 0.67 5 10WB 98

MD Var Conc Curbed Barrier

2.36 TCS 1783722.36

104840th St (EB) 4 8 158 ft Conc2.80 OP -----902.8084840th St (WB) 4 10 158 ft ConcOP 90



3.00 TCS 1783723.00



Exit #23.28 J3.28104844th Street OP (EB) 4 8 0 ftTI84844th Street OP (WB) 4 10 0 ftTI

Exit #3 at S 1433.50 J -----3.501048Hohokam OP (EB) 4 10 0 ftTI

Printed: 3/21/00 S 202291Page: MP 3.50


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1048Hohokam OP (WB) 4 10 0 ft3.50 TI3.50

RAM-600-5-509 83.72 DH3.72PCC 1048RAM-600-5-509 PCC 1.77 4 10NB 93PCC 1048RAM-600-5-509 PCC 1.77 4 10SB 93


104852nd St Ramp B (EB) 4 10 154 ft Conc3.89 OP 933.89104852nd St Ramp B (WB) 4 10 154 ft ConcOP 93

4.00 TCS 1480694.00

104852nd St (EB) 4 10 307 ft Conc4.04 OP 934.04104852nd St (WB) 4 10 307 ft ConcOP 93

Exit #44.20 J -----4.201048Van Buren Street (EB) 0.28 4 10 203 ft ConcTI 931048Van Buren Street (WB) 0.32 4 10 203 ft ConcTI 93

1048Washington St (EB) 4 10 216 ft Conc4.52 OP 934.521048Washington St (WB) 4 10 216 ft ConcOP 93

1048Grand Canal Viaduct/Union Pacific RR (EB) 4 10 418 ft Conc4.83 BR 934.831048Grand Canal Viaduct/Union Pacific RR (WB) 4 10 418 ft ConcBR 93

5.00 TCS 1371875.00

1048SS202 (EB) 4 10 271 ft Conc5.02 OP 935.021048SS202 (WB) 4 10 271 ft ConcOP 93

Exit #65.38 J -----5.381048Priest Dr OP (EB) 4 10 0 ftTI 931048Priest Dr OP (WB) 4 10 0 ftTI 93

RAM-600-5-513 105.49 DH5.49PCC 1060RAM-600-5-513 PCC 2.42 5 10EB 95PCC 1060RAM-600-5-513 PCC 2.42 5 10WB 95


PCC 224S Connector Rd Right PCC 0.43 2 25.63 FR5.63PCC 214N Connector Rd Left PCC 0.40 1 6FR

5.71 JB Leave Phoenix Enter Tempe5.71

6.00 TCS 1463616.00

1060Center Pkwy UP (EB) 5 10 281 ft Conc6.04 TI 926.041060Center Pkwy UP (WB) 5 10 281 ft ConcTI 92

1060Mill Ave (EB) 5 10 1030 ft Conc6.44 OP 926.441060Mill Ave (WB) 5 10 1030 ft ConcOP 92

1060West Ped OP (EB) 5 10 74 ft Conc6.73 OP 926.731060West Ped OP (WB) 5 10 74 ft ConcOP 92

1060East Ped OP (EB) 5 10 74 ft Conc6.99 OP 926.991060East Ped OP (WB) 5 10 74 ft ConcOP 92

1060College Ave (EB) 5 10 126 ft Conc7.15 OP 927.15Printed: 3/21/00 S 202292Page: MP 7.15


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1060College Ave (WB) 5 10 126 ft Conc7.15 OP 927.15

Exit #77.40 J -----7.401060Scottsdale Rd OP (EB) 5 10 200 ft ConcTI 921060Scottsdale Rd OP (WB) 5 10 200 ft ConcTI 92

660Indian Bend Wash (EB) 5 10 1008 ft Conc7.78 BR 947.781060Indian Bend Wash (WB) 5 10 1008 ft ConcBR 94



7.94 JB Temp Leave Tempe7.94

7.98 JB Reenter Tempe7.98

8.00 TCS 1464738.00

1060Salt River Bridge (EB) 5 10 5292 ft Conc8.17 BR 968.17RAM-600-5-508 10DH

PCC 1060RAM-600-5-508 PCC 1.00 5 10EB 96PCC 1060RAM-600-5-508 PCC 1.00 5 10WB 96


1060Salt River Bridge (WB) 5 10 5171 ft Conc8.21 BR 968.21

Exit #88.36 J -----8.36McClintock Rd OP (EB) 0.26 0 ftTI 96McClintock Rd OP (WB) 0.34 0 ftTI 96

8.80 TCS 1215088.80

8.98 JB ECL Tempe8.98




MD Var Soil Median

STP-600-8(6)P 69.40 DH9.40PCC 1236RAM-600-8-525 PCC 0.13 3 22EB 97PCC 1036STP-600-8(6)P PCC 0.13 3 10WB 97


Exit #99.45 J -----9.45S 101 UP (EB) 0 ftTIS 101 UP (WB) 0 ftTI

STP-600-8(6)P 59.53 DH9.53PCC 1236RAM-600-8-525 PCC 0.07 3 22EB 97

Printed: 3/21/00 S 202293Page: MP 9.53


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

PCC 2224STP-600-8(6)P PCC 0.07 2 109.53 WB 979.53MD Var Conc Median Barrier



9.73 JB WCL Mesa9.73





Exit #1010.73 J10.73614Dobson Road OP (EB) 0.70 1 2 222 ft ConcTI 97214Dobson Road OP (WB) 0.77 1 6 223 ft ConcTI 97





Exit #1111.70 J11.70614Alma School Road OP (EB) 0.66 1 4 157 ft ConcTI 97414Alma School Road OP (WB) 0.54 1 6 158 ft ConcTI 97




MD Var Soil Median



Exit # 1212.39 J12.39

Printed: 3/21/00 S 202294Page: MP 12.39


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

1236McKellips Rd (EB) 0.30 3 8 188 ft Conc12.39 TI 9812.39836McKellips Rd (WB) 0.28 3 12 185 ft ConcTI 98



12.54 X All Traffic on Ramps12.54RAM-600-8-526 4DH

PCC 024RAM-600-8-526 PCC 0.15 2 0EB 98PCC 024RAM-600-8-526 PCC 0.15 2 0WB 98


12.69 X Temp End Mainline Paving12.69X MI 12.69 - 81.00 Survey Only

Exit # 13 at S 087 ( Country Club )12.92 J12.92

End S 202 at I 010 near 59th Ave81.00 J81.00


Beg SS202 at S 2020.00 J -----4.30UB Inside PhoenixJB Inside Maricopa County

RAM-600-5-513 4DHPCC 824RAM-600-5-513 PCC 0.18 2 4EB 95PCC 224RAM-600-5-509 PCC 0.22 2 6WB 93

MD Var Soil Median

RAM-605-513 50.18 DH4.48PCC 828RAM-605-513 PCC 0.20 2 4EB 95PCC 636RAM-600-5-509 PCC 0.20 3 2WB 93

MD Var Soil Median

RAM-605-513 40.38 DH4.68PCC 828RAM-605-513 PCC 0.01 2 4EB 95PCC 636RAM-600-5-509 PCC 0.01 2 2WB 93

MD Var Soil Median


MD Var Soil Median


MD Var Soil Median

RAM-600-5-509 40.60 DH4.83PCC 1036RAM-600-5-509 PCC 0.11 2 10EB 93

Printed: 3/21/00 SS202295Page: MP 4.83

SS202STATE HIGHWAY SYSTEM LOG - SS202 MP 4.83(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

PCC 1036RAM-600-5-509 PCC 0.11 2 100.60 WB 934.83MD Var Soil Median

0.70 TCS 273205.00

unknown 00.71 DH5.0100unknown 0.67 0 0EB00unknown 0.67 0 0WB

MD

S 143 UP (EB) 0 ft1.01 TI5.31S 143 UP (WB) 0 ftTI

End SS202 st S 1531.38 J -----5.68S 153 UP (EB) 0 ftTIS 153 UP (WB) 0 ftTI


Beg S 210 at I 010 near St Marys Rd0.00 J0.00JB Inside Pima CountyX MI 0.00 - 1.40 Survey Only

Exit #21.33 J -----1.33X All Traffic On Ramps

1036Broadway Blvd (EB) 3 4 800 ft ConcTI 96436Broadway Blvd (WB) 3 10 900 ft ConcTI 96

M-824-9-512 61.40 DH1.40PCC 1036 M-824-9-512 PCC 0.38 3 4EB 97PCC 436 M-824-9-512 PCC 0.38 3 10WB 97


M-824-9-512 81.78 DH1.78PCC 848 M-824-9-512 PCC 0.13 4 4EB 97PCC 448 M-824-9-512 PCC 0.13 4 8WB 97


1.83 TCS 151631.83

Unknown 81.91 DH1.91PCC 848Unknown PCC 0.08 4 4EB 97PCC 448Unknown PCC 0.08 4 8WB 97


Unknown 61.99 DH1.99PCC 1036Unknown PCC 0.69 3 4EB 97PCC 436Unknown PCC 0.69 3 10WB 97


Exit #32.36 J -----2.36TCS 39602

Kino Pkwy UP (EB) 0 ftTIKino Pkwy UP (WB) 0 ftTI

Printed: 3/21/00 S 210296Page: MP 2.36


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

2.68 SC MP 2.68 - 2.83 Striped as 3 Lanes EB, 4 Lanes WB Per M-824-9-512 (97)2.68M-824-9-522 4DH

PCC 1024M-824-9-522 PCC 2.06 2 4EB 95PCC 424M-824-9-522 PCC 2.06 2 10WB 95


2.83 SC MP 2.83 - 3.06 Striped as 3 Lanes EB, 3 Lanes WB Per M-824-9-512 (97)2.83

Exit #42.92 J -----2.9222nd Ave UP (EB) 0 ftTI22nd Ave UP (WB) 17 ' - 00"TI

3.33 TCS 121343.33

Country Club Rd3.87 J -----[L23]3.87

4.29 TCS 173684.29

34th St4.47 J [L2]4.47

Richey Blvd4.72 J [L2]4.72

4.74 X MI 4.74 - 5.28 Survey Only4.74

Palo Verde Rd (EB) 0'4.78 UP4.78Palo Verde Rd (WB) 0'UP

Technical Dr4.87 J [L2]4.87

Alvernon Way UP (EB) 17 ' - 02"5.16 TI -----5.16Alvernon Way UP (WB) 17 ' - 02"TI

End S 210 at S 810 Golf Links Rd5.28 J5.28Golf Links Rd UP (EB) 17 ' - 10"TIGolf Links Rd UP (WB) 0 ftTI


Beg S 238 near Mobile0.00 J -----24.00JB Inside Maricopa County

MBH 224S 987 501 AC 6.84 2 2UH 88

224Waterman Wash 2 2 165 ft Conc1.06 BR 8825.06

99th Ave6.78 J30.78

MBH 224S987 505 501 AC 4.15 2 26.84 UH 9030.84

Landfill Rd7.85 J [L23]31.85

83rd Ave8.87 J32.87

10.00 TCS 55634.00

10.99 JB Pinal County34.99MBH 224S 987 504 502 AC 6.14 2 2UH 90

Hidden Valley Rd13.99 J37.99

Ralston Rd15.94 J39.94

Printed: 3/21/00 S 238297Page: MP 39.94


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 224S-987-503 AC 1.04 2 217.13 UH 9241.13

Casa Grande - Maricopa Hwy18.04 J42.04

MBH 224S 987 504 502 AC 2.08 2 218.17 UH 9042.17

End S 238 at S 347 (Signed)20.25 J -----44.25


Beg S 260 at SA089 in Cottonwood0.00 J -----[B34]206.14UB Inside ClarkdaleJB Inside Yavapai County

AC 055AC-STP-326(10)P AC 2.48 4 0UH 98MD 12 ft Painted MedianX Curb to Left and Right

Fir St0.73 J [R14]206.87

0.86 TCS 26252207.00

0.88 JB SCL Cottonwood207.02

Rio Mesa Trail1.20 J [R4]207.34

Godard Dr1.86 J [L2]208.00

Western Dr1.96 J -----208.10

Del Rio Dr2.26 J [B124]208.40

MBH 824R 326 6 4 AC 0.05 2 82.48 UH 80208.62

MBH 248S326 507 6 4 AC 0.19 4 22.53 UH 90208.67

MBH 824R 326 64 AC 0.18 2 82.72 UH 80208.86

2.90 JB Enter Prescott NF209.04MBH 824R 326 6 4 AC 3.80 2 8UH 80

2.99 UB SUB Cottonwood/Clarkdale209.13

MBH 824R 326 6 5 AC 3.74 2 86.70 UH 80212.84

6.86 TCS 14000213.00

7.38 UB WCL UB Camp Verde Elev 3160213.52

County Rd 75 to Cherry9.76 J -----215.90

MBH 824R 326 65 AC 1.33 2 810.44 UH 80216.58

MBH 824I 17 2 48 AC 0.90 2 811.77 UH 78217.91

11.86 TCS 14500218.00

824I 017 OP 2 8 402 ft Conc12.23 TI 78218.37

I 017 Exit #28712.24 J -----218.38

I 017 West Ramp12.48 J [L4]218.62

I 017 East Ramp12.65 J [R2]218.79

Printed: 3/21/00 S 260298Page: MP 218.79


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

12.67 EQ MP 218.81 Back Equals 218.51 Ahead218.81024County BST 0.53 2 0UH 56218.51

13.16 TCS 11200219.00

BST 224County BST 2.11 2 213.20 UH 56219.04

Cliffs Parkway14.26 J [B24]220.10

Montezuma Castle Hwy14.78 J -----220.62

14.95 TCS 12000220.79

General Crook Rd West to I 01715.31 J -----221.15BST 224S 61 1 BST 1.55 2 2UH 48

524Verde River 2 5 650 ft Conc15.75 BR 82221.59

16.86 JB Leave Prescott enter Coconino NF222.70BST 224S 61 1 BST 2.25 2 2UH 48

17.66 TCS 4937223.50

524Wickiup Wash 2 5 107 ft Conc18.59 BR 81224.43

BST 224S 61 1 BST 1.23 2 219.11 UH 48224.95

Verde Lakes Dr19.85 J -----225.69

BST 624S 61 1 BST 0.86 2 620.34 UH 48226.18

21.16 UB ECL UB Camp Verde228.00

MBH 624County AC 2.34 2 621.20 UH 77227.04

WestClear Creek 300 ft Conc21.21 BR 81227.05

MBH 436County AC 0.40 3 423.54 UH 77229.38

MBH 624County AC 0.22 2 623.94 UH 77229.78

MBH 136County AC 0.93 3 124.16 UH 77230.00

MBH 624County AC 0.41 2 625.09 UH 77230.93

MBH 136County AC 1.37 3 125.50 UH 77231.34

MBH 624County AC 0.32 2 626.87 UH 77232.71

MBH 136County AC 4.04 3 127.19 UH 77233.03

MBH 624County AC 5.48 2 631.23 UH 77237.07

32.16 TCS 1088238.00

36.71 JB Coconino County242.55MBH 624County AC 9.39 2 6UH 77

Temp End at S 08746.10 J -----251.94X MI 46.10 - 72.03 Ovlps S 087 MI 161.48 - 135.55

Cont S 260 at S 087 in Payson72.03 J -----251.95JB Inside Payson

F 053 2 505 4DH

Printed: 3/21/00 S 260299Page: MP 251.95


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 1424F 053 2 505 AC 0.47 2 872.03 EB 91251.95MBH 1424F 053 2 505 AC 0.47 2 8WB 91


72.48 TCS 11960252.40


Road to Payson Ranger Station72.93 J -----[R4]252.85

MBH 1048F 053 2 505 AC 0.77 4 1073.08 UH 91253.00

73.85 X 12 Ft Painted Median253.77MBH 1048F 053 2 505 AC 1.49 4 10UH 91

74.48 TCS 10718254.40

75.00 UB ECL UB Payson254.92

MBH 248F 053 2 505 AC 0.90 4 275.34 UH 91255.26

Milkey Way75.98 J -----255.90

MBH 124F053 2 501 FH11 AC 0.04 2 176.24 UH 74256.16

AC 124F-053-2-537 AC 1.80 2 176.28 UH 97256.20

Dealers Choice Rd77.58 J [L2]257.50


Claxton Rd North78.23 J258.15

AC 124F-053-2-537 AC 6.48 2 178.32 UH 97258.24

83.18 TCS 5580263.10

AC 137F-053-2-537 AC 0.38 2 184.80 UH 97264.72EB Slow Vehicle PulloutSVP 97

AC 124F-053-2-537 AC 2.11 2 185.18 UH 97265.10

Tonto Village Rd86.89 J266.81

Tonto Village Rd87.17 J [L23]267.09

AC 124F-053-2-506 AC 1.39 2 187.29 UH 92267.21

Road to Zane Grey Cabin Site88.55 J -----268.47X Kohls Ranch Elev 5435

Buenagua Rd88.63 J [R4]268.55


MBH 824F 053 2 4 AC 4.44 2 888.78 UH 71268.70

Tonto Creek Recreational Area88.84 J [L23]268.76

Printed: 3/21/00 S 260300Page: MP 268.76


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 124F053 2913FH11C2 AC 0.26 2 193.22 UH 84273.14

MBH 124F053 2913FH1158 AC 0.12 2 193.48 UH 84273.40

Ashby Lane93.60 J [B24]273.52AC 124F-053-2-535 AC 0.27 2 1UH 95


MBH 124F053 2913FH1158 AC 0.24 2 193.87 UH 84273.79

Columbine Rd94.11 J [B24]274.03AC 124F-053-2-535 AC 0.11 2 1UH 95


Local Road94.22 J [L23]274.14MBH 124F053 2913FH1158 AC 2.70 2 1UH 84

AC 124F-053-2-506 AC 0.37 2 196.92 UH 92276.84

FH 12 South to Young97.09 J277.01

AC 536F-053-2-506 AC 0.32 3 597.29 UH 92277.21

Local Road97.32 J [B24]277.24

AC 548F-053-2-506 AC 4.61 4 597.61 UH 92277.53

99.08 TCS 3950279.00

101.55 JB Coconino County281.47

Woods Canyon Lake Rd102.05 J -----[B24]281.97

MBH 124F053 2 915 1 2 AC 1.86 2 1102.22 UH 88282.14

AC 424STP/HES-053-2(36)P AC 0.63 2 4104.08 UH 97284.00

Young Rd South104.40 J284.32

MBH 124F053 2 915 1 2 AC 3.57 2 1104.71 UH 88284.63

107.08 TCS 3213287.00

Horse Trap Lake Rd North107.13 J287.05


Canyon Creek Rd South108.33 J288.25

Sheep Springs Rd108.35 J [L2]288.27

Merzville Rd108.91 J [B24]288.83

Forest Rd 99109.77 J [L2]289.69

AC 424STP/HES-053-2(37)P AC 0.27 2 4109.88 UH 97289.80

MBH 124F053 2 915 25 AC 0.99 2 1110.15 UH 88290.07

MBH 124F 053 2 1 25 AC 0.95 2 1111.14 UH 88291.06


MBH 124F 053 2 25 AC 1.75 2 1112.09 UH 66292.01

Printed: 3/21/00 S 260301Page: MP 292.01


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 824F-053-2(30)P AC 0.65 2 8113.84 UH 96293.76

MBH 124F 053 2 25 AC 1.33 2 1114.49 UH 66294.41

MBH 124FH 12 8 1 MBL 3.26 2 1115.82 UH 63295.74

Ellsworth Ranch Rd North118.70 J298.62

MBH 524F053 2 917FH1 2 AC 3.72 2 5119.08 UH 88299.00

Sharp Hollow Rd South120.31 J300.23

MBH 524F053 2 917FH1281 AC 0.92 2 5122.80 UH 88302.72

AC 248STP-053-2(20) AC 0.95 4 2123.72 UH 96303.64MD 12 ft Painted MedianX Curb to Left and Right

124.29 X Heber Unincorp Elev 6439304.21

AC 848STP-053-2(20) AC 0.43 4 8124.67 UH 96304.59

AC 248STP-053-2(20) AC 0.67 4 2125.10 UH 96305.02MD 12 ft Painted MedianX Curb to Left and Right

S 277 N125.75 J -----[L23]305.67

MBH 824H 053 2 18 AC 0.20 2 8125.77 UH 88305.69MD 12 ft Painted Median

MBH 524F053 2 917 5 AC 2.71 2 5125.97 UH 88305.89

Forest Park Dr126.49 J [L3]306.41

126.58 TCS 4603306.50

Lumber Valley Rd126.61 J [R1]306.53

Mogollon Dr128.05 J -----[L3]307.97X Overgaard Unincorp Elev 6590

MBH 524F 053 2 5 AC 0.40 2 5128.68 UH 67308.60

129.08 TCS 2332309.00MBH 524F 053 2 12 AC 5.40 2 5UH 71

MBH 524F 053 2 7 AC 5.36 2 5134.48 UH 71314.40

MBH 524F 053 2 9 AC 1.29 2 5139.84 UH 74319.76

AC 524ACSTP-053-2(24)P AC 9.63 2 5141.13 UH 93321.05


Clay Springs Rd144.43 J324.35


Pinedale Rd147.24 J327.10

724Mortensen Wash 2 7 219 ft Conc148.43 BR 74328.29

MBH 524F 053 2 8 AC 4.52 2 5150.76 UH 70330.62

Printed: 3/21/00 S 260302Page: MP 330.62


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Burton Rd153.11 J -----332.97

MBH 524F 053 2 3 MBL 1.88 2 5155.28 UH 66335.14

157.14 TCS 6103337.00

157.16 UB NCL NUB Show Low Elev 6331337.02MBH 524F 053 2 3 MBL 0.25 2 5UH 66

MBH 524F053 2 503NS309 AC 0.23 2 5157.41 UH 83337.27

AC 524AC-STP-053-2(25)P AC 0.11 2 5157.64 UH 98337.70

AC 524AC-STP-053-2(25)P AC 0.22 2 5157.75 UH 98337.81MD 12 ft Painted Median

Unknown157.76 J [B234]337.82

AC 048AC-STP-053-2(25)P AC 2.24 4 0157.97 UH 98338.03MD 12 ft Painted MedianX Curb to Left and Right

Mogollon Dr158.00 J [R14]338.06

Old Linden Rd158.28 J [L2]338.14

Unknown158.46 J [R4]338.32

Unknown159.13 J [R4]338.99

Unknown159.63 J [R4]339.49

Unknown159.88 J [R4]339.74

Unknown159.94 J [R4]339.80

U 060 (MI 160.21 - 162.19 Ovrlps U 060 MI 306.36 - 308.34)160.21 J -----[B124]340.07

U 060 E to Springerville (End Ovrlp)162.19 J -----341.68MBH 248F 044 1 11 AC 0.40 4 2UH 86


162.51 TCS 20191342.00


South 15th St163.18 J -----342.67



164.51 TCS 21285344.00

Show Low Lake Rd/Cub Lake Rd166.11 J -----[B24]345.60

166.38 JB SCL Show Low345.87

167.40 JB NCL Pinetop-Lakeside346.89

Printed: 3/21/00 S 260303Page: MP 346.89


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

168.52 JB Temp Leave Pinetop-Lakeside348.01

168.71 TCS 18006348.20

MBH 448F044 1 6 FH17B7 AC 2.52 4 4169.63 UH 83349.12MD 12 ft Painted MedianX Curb to Left and Right

169.96 JB Reenter Pinetop-Lakeside349.45

Entrance to Blue Ridge High School171.51 J -----351.00


173.01 TCS 18546352.50

MBH 248F 044 1 8 S2015 AC 0.78 4 2173.73 UH 82353.22MD 12 ft Painted Median

Penrod Ave174.26 J -----[R4]353.75

MBH 824F 044 1 911FH17 AC 1.89 2 8174.51 UH 83354.00

174.61 JB SCL Pinetop-Lakeside354.10

Ponderosa Parkway/Buck Springs Rd175.60 J [B1234]355.09

176.01 TCS 6760355.50

MBH 824F044 1 911FA16A AC 1.58 2 8176.40 UH 83355.89

176.55 JB Leave Sitgreaves NF enter Apache IR356.04

Elk St177.15 J356.64UB SUB Show Low

SY260177.94 J357.43

S 073 S to White River177.98 J -----357.47EQ MP 357.47 Back Equals 357.77 Ahead

MBH 824F 044 1 911FA16 AC 2.58 2 8UH 83357.77

179.21 TCS 2425359.00

180.56 JB Apache County360.35MBH 824F044 1 911 FA16 AC 0.12 2 8UH 83

MBH 824F044 1 911 WPA AC 0.30 2 8180.68 UH 83360.47

Cooley Ave180.73 J -----360.52X McNary Elev 7315

MBH 124F 044 1 8 906 AC 8.00 2 1180.98 UH 82360.77

188.21 TCS 1507368.00

S 473 S (Hawley Lake Rd)188.81 J -----368.60

MBH 124F044 1 910 5 AC 0.31 2 1188.98 UH 82368.77

MBH 124F044 1 910 5 AC 6.68 2 1189.29 UH 82369.08

Printed: 3/21/00 S 260304Page: MP 369.08


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

193.21 TCS 1466373.00

AC 836STP-044-1(16)P AC 0.16 3 8195.97 UH 96375.76

AC 848STP-044-1(16)P AC 0.44 4 8196.13 UH 96375.92

AC 838STP-044-1(16)P AC 0.54 3 8196.57 UH 96376.36

AC 824STP-044-1(16)P AC 0.60 2 8197.11 UH 96376.90


S 273 S197.67 J -----[R1]377.46

MBH 124F044 1 910 5 AC 0.07 2 1197.71 UH 82377.50

BST 124S 201 4 BST 1.15 2 1197.78 UH 55377.57

198.93 JB Leave Fort Apache IR Enter Apache NF378.72BST 124S 201 4 BST 6.93 2 1UH 55

202.21 TCS 1029382.00

S 373 S to Greer205.86 J -----385.65MBH 124F044 1 913S2014 AC 0.12 2 1UH 86

205.98 EQ MP 385.77 Back Equals 385.72 Ahead385.77MBH 124F0441 913NON201 AC 0.61 2 1UH 86385.72

206.59 JB Leave Apache NF386.33MBH 124F0441 913NON201 AC 7.58 2 1UH 86

208.96 TCS 1153388.70

S 261 South to Big Lake213.29 J -----393.03

MBH 124F044 1 913 54D AC 0.22 2 1214.17 UH 86393.91

214.39 JB WCL Eagar Elev 7090394.13MBH 124F044 1 913 54D AC 1.70 2 1UH 86

215.26 TCS 2292395.00

Burk St - Eagar216.01 J -----395.75

MBH 824F044 1 913 54D AC 0.29 2 8216.09 UH 86395.83

216.16 TCS 2915395.90

Main St - Eagar (Old SS260)216.38 J -----396.12024F044 1 913FH205 AC 0.14 2 0UH 86

024F044 1 505 FH205 AC 0.26 2 0216.52 UH 75396.26

024F044 1 505FH205 AC 2.15 2 0216.78 UH 75396.52

217.26 TCS 2196397.00

End S 260 at U 180218.93 J -----398.67


Beg SY260 near S 073 in Hon Dah0.00 J357.43

Printed: 3/21/00 SY260305Page: MP 357.43

SY260STATE HIGHWAY SYSTEM LOG - SY260 MP 357.43(As Of 12/31/1998)

1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 024F044 1 911FA16A AC 0.05 2 00.00 UH 83357.43

End SY260 at S 073 in Hon Dah0.05 J357.58


Beg S 261 at S 273 South at Crescent Lake0.00 J -----394.37JB Inside Apache County

024S 449 502 BST 16.24 2 0UH 72

6.83 TCS 370403.00

9.91 X Mexican Hay Lake406.08

16.24 JB Leave Apache NF410.61024S 449 502 BST 1.89 2 0UH 72

024Bigelow Crossing 2 0 225 ft Conc17.95 BR 55412.32

End S 261 at S 260 near Eagar18.13 J -----412.50


Beg S 264 at U 1600.00 J -----[B24]321.97JB Inside Coconino County

MBH 124N 3 62 MBL 1.44 2 1UH 60

0.53 TCS 1242322.50

MBH 124N 3 62 MBL 10.37 2 11.44 UH 60323.41

EUB Tuba City2.13 J -----324.10UB EUB Tuba City

224Moenkopi Wash 2 2 205 ft SteelBR 60

MBH 124N 3 56 4 MBL 6.43 2 111.81 UH 60333.78

Coal Mine Canyon Rd N14.76 J336.73

17.73 JB Leave Navajo Enter Hopi IR339.70

MBH 124N 3 56 4 MBL 3.63 2 118.24 UH 60340.21

MBH 124N 3 13 MBL 0.51 2 121.87 UH 60343.84

MBH 124S 441 508 N3 13 AC 7.15 2 122.38 UH 76344.35

23.03 TCS 943345.00

MBH 124S 441 508 N3 13 AC 7.60 2 129.53 UH 76351.50

AC 024F-060-1-508 AC 3.30 2 037.13 UH 95359.10


AC 124F-060-1-508 AC 10.66 2 140.43 UH 95362.40

224Dinnebito Wash 2 2 210 ft Conc40.68 BR 60362.65

Hotevilla45.13 J -----[R14]367.10

48.03 TCS 1580370.00Printed: 3/21/00 S 264306Page: MP 370.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Old Oriabi48.75 J370.72

New Oriabi - BIA 250.98 J -----[B124]372.95

AC 236F-060-1-508 AC 0.44 3 251.09 UH 95373.06

Local Road51.20 J [L2]373.17

Leupp Rd S51.36 J [B14]373.33

AC 824F-060-1-509 AC 0.43 2 851.53 UH 95373.50

1024Oraibi Wash 2 10 364 ft Conc51.74 BR 80373.71

AC 124F-060-1-509 AC 10.07 2 151.96 UH 95373.93

56.03 TCS 2475378.00

Pinon Rd North - BIA 457.56 J [L2]379.53

Second Mesa61.76 J383.73

MBH 124AU 3 74 MBL 0.04 2 162.03 UH 60384.00

MBH 524F60 1 908AU3 74 AC 0.35 2 562.07 UH 90384.04MD Var Painted Median

S 087 S to Winslow62.24 J -----[R14]384.21

MBH 124F60 1 908AU 3 74 AC 4.06 2 162.42 UH 90384.39

66.03 TCS 2589388.00

MBH 824F60 1 908F900 2 AC 0.34 2 866.48 UH 90388.45

1024Wepo Wash Bridge 2 10 234 ft Conc66.60 BR 85388.57

MBH 124F60 1 908AU3 74 AC 3.53 2 166.82 UH 90388.79

To BIA 8 & Polacca School69.94 J -----391.91

MBH 824F 060 1 2 AC 0.79 2 870.35 UH 86392.32

1024Polacca Wash 2 10 261 ft Conc70.67 BR 86392.64

AC 124STP-060-1(5)P AC 9.85 2 171.14 UH 98393.11

Hopi Police Station Turnout74.83 J [R14]396.80

School Turnout74.95 J [R14]396.92

75.03 TCS 2373397.00

AC 124F-060-1-510 AC 4.77 2 180.99 UH 92402.96

North Access to Keams Canyan81.28 J [L2]403.25

84.25 JB Leave Hopi Enter Navajo IR406.22

AC 724F-060-1-510 AC 0.21 2 185.76 UH 92407.73

AC 724F-060-1-510 AC 0.16 2 785.97 UH 92407.94

Jeddito Rd North86.01 J [L23]407.98

AC 124F-060-1-510 AC 17.90 2 186.13 UH 92408.10

Printed: 3/21/00 S 264307Page: MP 408.10


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

224Jeddito Wash 2 2 175 ft Conc86.57 BR 60408.54

BIA 6 South to Holbrook89.20 J -----[R4]411.17

90.83 JB Leave Navajo Enter Hopi IR412.80

95.53 JB Leave Hopi Enter Navajo IR417.50JB Apache County

AC 124F-060-1(4) AC 14.98 2 1104.03 UH 95426.00

116.03 TCS 1681438.00

MBH 224F060 1 505 AC 0.05 2 2119.01 UH 88440.98MD Var Painted Median

U 191 and BIA 15 South119.04 J -----[B24]441.01


SB Passing Lane120.32 PL 95442.29

AC 136F-060-1-519 AC 1.60 3 2120.44 UH 95442.41

122.03 TCS 5376444.00

MBH 124F060 1 501AU3 65 AC 0.21 2 1122.04 UH 79444.01

MBH 824F060 1 501 S441 AC 0.06 2 8122.25 UH 79444.22

MBH 124F060 1 501AU3 65 AC 2.55 2 1122.31 UH 79444.28

Rd to Ganado Trading Post124.15 J -----446.12

124Ganado Wash 2 1 202 ft Steel124.23 BR 57446.20

124.53 TCS 6877446.50

AC 424F-060-1-514 AC 0.36 2 4124.86 UH 94446.83

U 191 South to I 040124.92 J -----[B123]446.89

824Pedestrian OP 2 8 16 ' - 06"125.13 UP 86447.10

MBH 124F060 1 904AU367 AC 0.41 2 1125.22 UH 87447.19

125.53 TCS 4469447.50

AC 236F-060-1-523 AC 1.25 3 1125.63 UH 96447.60EB Passing LanePL 96

To BIA 27 to Ganado Lake126.38 J -----448.35

MBH 124F060 1 904AU367 AC 10.15 2 1126.88 UH 87448.85

Local Road130.14 J [B24]452.11

MBH 124F060 1 502AU367 AC 7.02 2 1137.03 UH 87459.00

MBH 124F060 1 903AU361 AC 5.27 2 1144.05 UH 83466.02

144.67 X Summit Elev 7750466.64

MBH 1024F060 1 903OS4417 AC 0.69 2 10149.32 UH 83471.29

Printed: 3/21/00 S 264308Page: MP 471.29


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

MBH 424OS 441 1 AC 0.65 2 4150.01 UH 77471.98MD 12 ft Painted Median

150.11 X Two Story Trading Post472.08


151.53 TCS 4027473.50BIA 112J [L]

BIA 012 South to Lupton151.65 J -----[R]473.62

1048Black Creek 4 10 171 ft Conc152.27 BR 77474.24

153.33 TCS 4287475.30


AC 248HES-060-1(3)P AC 0.13 4 2153.45 UH 94475.42

Window Rock Rd North (BIA 12)153.51 J -----[B24]475.48




154.13 TCS 4773476.10

End S 264 at AZ/NM State Line154.15 J -----476.12


Beg S 266 at U 1910.00 J -----104.60JB Inside Graham County

BST 224NON S 403 61B BST 2.50 2 2UH 62

2.50 JB Enter Coronado NF107.10BST 224NON S 403 61B BST 2.76 2 2UH 62

BST 224S 403 2 BST 2.63 2 25.26 UH 62109.86

MBL 224NON S 403 501 MBL 3.12 2 27.89 UH 62112.49

9.40 TCS 253114.00

BST 224S 403 3 BST 4.17 2 211.01 UH 62115.61

15.18 JB Leave Coronado NF119.78BST 224S 403 3 BST 4.00 2 2UH 62

SS266 to Fort Grant18.54 J123.14

End S 266 at Bonita19.18 J -----123.78

Printed: 3/21/00 S 266309Page: MP 123.78


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


Beg SS266 at S 266 near Bonita0.00 J -----123.14JB Inside Graham County

BST 224S 403 4 BST 3.03 2 2UH 62

0.86 TCS 234124.00

End SS266 at Fort Grant3.03 J -----126.17


Beg S 273 at S 2600.00 J -----377.46JB Inside Apache County

MBH 524S594 1 S449 501 AC 5.49 2 5UH 86

Sunrise Ski Area Rd3.94 J381.40

Enter Apache NF5.49 J382.95BST 524S 449 902 501 BST 0.08 2 5UH 75

024F 273 1 57 A Gravel 1.81 2 05.57 UH 57383.03

020County Forest Service Gravel 9.53 2 07.38 UH 90384.84

Greer Rd E7.92 J [L]385.38

8.54 TCS 318386.00

Maverick Rd14.46 J391.92

Crescent Lake Dam16.23 J393.69

S 261 East to S 26016.91 J -----394.37020County Forest Service Gravel 2.53 2 0UH 90

18.04 TCS 415395.50

End S 273 at Big Lake19.44 J -----396.90


Beg S 277 at S 260 near Heber0.00 J -----305.67JB Inside Navajo County

MBH 824S 053 2 18 AC 0.18 2 8UH 88MD 12 ft Painted Median

MBH 124F069 1 902 S428 AC 6.68 2 10.18 UH 88305.85

3.33 TCS 2293309.00

S 377 N6.86 J -----312.53BST 124S 428 501 BST 0.14 2 1UH 62

BST 124S 428 501 BST 0.11 2 17.00 UH 62312.67

AC 124STP-428(3) AC 8.40 2 17.11 UH 93312.78

12.33 TCS 2300318.00

Printed: 3/21/00 S 277310Page: MP 318.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

SS277 to Paper Mill15.51 J -----321.18MBH 124S 428 909 501 AC 1.43 2 1UH 77


16.33 TCS 918322.00

MBH 224S 428 909 61A AC 4.89 2 216.94 UH 77322.61

MBH 224S 428 503 61A AC 3.95 2 221.83 UH 78327.50

25.78 JB WCL Snowflake331.45MBH 224S 428 503 AC 3.99 2 2UH 78

MBH 824S 428 502 AC 0.78 2 829.77 UH 79335.44

Western Pine Sales29.98 J -----335.65

30.33 TCS 3603336.00


MBH 824S 428 502 AC 0.23 2 830.55 UH 79336.22X Curb to Left and Right

End S 277 at S 077 in Snowflake30.78 J -----336.45


Beg SS277 at S 2770.00 J -----321.18JB Inside Navajo County

024S428 909 501 AC 1.20 2 0UH 77

0.82 TCS 2400322.00

End SS277 to Paper Mill1.20 J -----322.38


Beg S 280 at SB008 near Yuma0.00 J -----0.00JB Inside Yuma County

MBH 824S 491 501 AC 0.12 2 8UH 76

0.12 JB Enter Yuma0.12MBH 824S 491 501 AC 0.83 2 8UH 76

0.60 TCS 174130.60

24th St0.86 J [L2]0.86

824Union Pacific RR 2 8 432 ft Conc0.93 OP 760.93

0.95 JB Leave Yuma0.95MBH 824S 491 501 AC 0.28 2 8UH 76


MBH 924I 8 1 49 AC 0.10 2 91.23 UH 701.23

824EB I 008 UP 0.00 2 8 15 ' - 05"1.31 TI 701.31

Printed: 3/21/00 S 280311Page: MP 1.31


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

End S 280 at I 008 Exit #31.33 J -----1.33


Beg S 286 Sasabe Intl Border Mexico0.00 J -----0.00JB Pima County

024AFE 5224 BST 1.20 2 0UH 59

024S315 906ST CNTY AC 7.30 2 01.20 UH 821.20

MBH 524S315 906 3 AC 0.46 2 58.50 UH 828.50

224Bailey Wash 2 2 149 ft Conc8.69 BR 738.69

024S315 906ST CNTY AC 3.11 2 08.96 UH 828.96

024S 315 903 BST 8.22 2 012.07 UH 7112.07

024State Forces BST 6.55 2 020.29 UH 6220.29

22.00 TCS 103422.00

BST 824E 315 2 STATE BST 1.16 2 826.84 UH 7226.84

724Altar Wash 2 7 231 ft Conc27.38 BR 7227.38

024S 315 60A BST 5.26 2 028.00 UH 6028.00

024AFE 5224 BST 1.00 2 033.26 UH 5933.26

BST 124S 315 1 BST 10.92 2 134.26 UH 5534.26

MBH 824F 056 1 2 AC 0.30 2 845.18 UH 8045.18

End S 286 at S 086 at Robles Junction45.48 J -----45.48


Beg S 287 at S 387 in Casa Grande0.00 J -----111.72JB Inside Pinal County

AC 248M-951-3-503 AC 1.24 4 2UH 92MD 12 ft Painted Median


0.28 TCS 19925112.00

Cameron Ave0.56 J -----112.28

048S 251 504 AC 0.12 4 01.24 UH 88112.96MD 12 ft Painted MedianX Curb to Left and Right

1.28 TCS 23943113.00


MBH 248S 251 504 AC 1.62 4 21.50 UH 88113.22

Printed: 3/21/00 S 287312Page: MP 113.22


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile


Peart Rd1.99 J -----113.71

MBH 824S 251 504 501 AC 0.71 2 83.12 UH 88114.84MD 12 ft Painted MedianX Curb to Left and Right

3.28 TCS 12384115.00

MBH 248I 10 3 32 59 AC 0.46 4 23.83 UH 68115.55

I 0104.08 J -----115.80248I 010 OP 0.00 4 2 250 ft ConcTI 66

4.28 TCS 8719116.00

MBH 524S 251 3 AC 3.67 2 54.29 UH 77116.01

5.08 UB EUB Casa Grande116.80

Overfield Rd6.06 J -----117.78

MBH 524S 251 4 AC 3.22 2 57.96 UH 79119.68

8.28 TCS 5113120.00

11 Mile Corner Rd11.13 J -----122.85

MBH 524S 251 2 AC 2.91 2 511.18 UH 80122.90

12.78 TCS 3984124.50

S 087 at La Palma14.09 J -----125.81X MI 14.09 - 22.78 Ovlps S 087 MI 18.84 - 10.15

Cont at S 087 N of NUB Coolidge22.78 J -----134.75MBH 824F055 1 9WPGH 94B AC 0.39 2 8UH 89

024Union Pacific RR 2 0 104 ft Steel22.87 OP 37134.84

MBH 824F055 1 9FAP 94B AC 0.13 2 823.17 UH 89135.14

MBH 824FO55 1 9F19 1 15 AC 1.68 2 823.30 UH 89135.27

24.03 TCS 7895136.00

F055 1 9F19 1 15 424.98 DH136.95MBH 1024F055 1 9F19 1 15 AC 0.48 2 4EB 89MBH 424F055 1 9F19 1 15 AC 0.48 2 10WB 89


F055 1 9F19 1 14 425.46 DH137.43MBH 1024F055 1 9F19 1 14 AC 0.30 2 4EB 89MBH 424F055 1 9F19 1 14 AC 0.30 2 10WB 89


Attaway Rd25.59 J -----137.56

MBH 824F055 1 9F19 1 14 AC 4.51 2 825.76 UH 89137.73

Printed: 3/21/00 S 287313Page: MP 137.73


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Valley Farms Rd27.64 J139.61

28.03 TCS 6931140.00

30.14 UB SCL UB Florence Elev 1500142.11

MBH 824F055 1 9F19 1 14 AC 0.50 2 830.27 UH 89142.24

S Wye Leg to Southbound SB07930.67 J142.64

MI 30.77 - 31.99 Ovlps SB079 MI 0.59 - 1.8130.77 J -----142.74

End S 287 at S 07931.99 J143.96


Beg S 288 at S 0880.00 J -----258.10JB Inside Gila County

G 122S 266 3 MBL 4.38 2 1UH 56

018Salt River 2 0 123 ft 3 VC4.34 BR 20262.44

BST 124S 266 4 BST 1.66 2 14.38 UH 61262.48

6.04 X No State tie MP 264 to 311264.14022State BST 3.87 2 0UH 81

AC 124S-266-504 AC 0.22 2 19.91 UH 95268.01

124Griffin Wash 2 110.02 BR268.12

022State BST 0.72 2 010.13 UH 81268.23

022County Gravel 1.70 2 010.85 UH 90268.95

018County Gravel 34.89 2 012.55 UH 90270.65

26.90 TCS 413285.00

28.12 X Reynolds Creek Ranger Station286.22

BST 524S 266 5 BST 1.18 2 547.44 UH 65305.54

BST 524S 266 501 BST 1.35 2 548.62 UH 70306.72

018County Gravel 3.83 2 049.97 UH 90308.07

50.40 X Young Elev 5120308.50

End S 288 at Chamberlain Trail53.80 J -----311.90


Beg S 289 at I 019 Pena Blanca TI near Nogales0.00 J -----0.00JB Inside Santa Cruz County

MBH 224I19 1 100 19 AC 0.12 2 2UH 87

MBH 224S 250 502 AC 2.74 2 20.12 UH 670.12

2.86 JB Enter Coronado NF2.86BST 424S 250 901 BST 0.71 2 4UH 66

Printed: 3/21/00 S 289314Page: MP 2.86


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

3.57 EQ MP 3.57 Back Equals 4.00 Ahead3.57024S 250 901 BST 3.11 2 0UH 664.00

4.57 TCS 1765.00

S 250 901 46.68 DH7.11018S 250 901 BST 0.40 2 0EB 66018S 250 901 BST 0.40 2 0WB 66

MD Var Soil Median

024S 250 901 BST 3.32 2 07.08 UH 667.51

Pena Blanca Lake Rd9.16 J9.59

End S 289 at Pena Blanca Dam10.40 J -----10.83


Begin S 303 at Buckeye Rd0.00 J0.00UB Inside GoodyearJB Inside Maricopa CountyX MI 0.00 - 5.16 Survey Only

Thomas Rd5.16 J -----5.1600Unknown 4.04 0 0UH

5.70 TCS 37775.70

Indian School Rd6.18 J -----6.18

6.70 TCS 46986.70

Camelback Rd7.18 J -----7.18UB Enter Phoenix

7.70 TCS 46877.70

Bethany Home Rd8.18 J -----8.18

8.70 TCS 48948.70

Glendale Ave9.18 J -----9.18

AC 224M-600-9-503 AC 1.93 2 29.20 UH 929.20

9.70 TCS 48529.70

Northern Ave10.18 J -----10.18

10.70 TCS 514710.70

AC 248M-600-9-503 AC 0.18 4 211.13 UH 9211.13

Olive Ave11.18 J -----11.18

AC 224M-600-9-503 AC 1.89 2 211.31 UH 9211.31

11.70 TCS 487211.70

Peoria Ave12.18 J -----12.18UB Temp Leave Phoenix

Printed: 3/21/00 S 303315Page: MP 12.18


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

12.70 TCS 441212.70

Cactus Rd13.18 J -----13.18

MBH 324Private AC 1.97 2 313.20 UH 9013.20

13.70 TCS 482613.70

Waddel Rd14.18 J -----14.18

14.70 TCS 439814.70

15.17 JB SCL Surprise15.17MBH 324Private AC 4.11 2 3UH 90

Greenway Rd15.18 J -----15.18

15.70 TCS 476215.70

Bell Rd16.19 J -----16.19

16.70 TCS 401016.70

Union Hills Dr17.19 J -----17.19

17.75 TCS 383817.75

Beardsley Rd18.27 J -----18.27

18.80 TCS 415818.80

Temp End at U 06019.28 J -----19.28UB Reenter PhoenixX MI 19.28 - 36.00 Survey Only

End S 303 at I 01736.00 J36.00


Beg S 347 at S 084 near Stanfield0.00 J -----160.89JB Inside Pinal County

AC 824RS-347(16)P AC 0.13 2 8UH 93MD 12 ft Painted Median


AC 824RS-347(16)P AC 0.26 2 80.13 UH 93161.02

AC 824RS-347(16)P AC 0.10 2 80.39 UH 93161.28MD 12 ft Painted Median

RS-347(16)P 20.49 DH161.38AC 812RS-347(16)P AC 0.26 1 4NB 93AC 412RS-347(16)P AC 0.26 1 8SB 93

MD Var Soil Median

RS-347(16)P 40.75 DH161.64AC 1024RS-347(16)P AC 6.80 2 4NB 93AC 424RS-347(16)P AC 6.80 2 10SB 93


Printed: 3/21/00 S 347316Page: MP 161.64


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Carefree Place0.80 J [R]161.69

Clayton Rd1.30 J [R]162.19

Smoketree Rd1.80 J [L]162.69

Kortsen Rd2.30 J [B]163.19

Golden Hills Dr2.79 J [L]163.68

Miller Rd4.46 J [B1234]165.35

6.11 JB Enter Ak-Chin Indian Community Right167.00

6.36 TCS 2383167.25

Unknown 47.55 DH168.44AC 1024Unknown AC 4.31 2 4NB 80AC 424Unknown AC 4.31 2 10SB 80

MD Curbed/Soil Median

8.62 JB Enter Ak-Chin Indian Community Left169.51

9.62 JB Leave Ak-Chin Indian Community Right170.51

11.09 JB Leave Ak-Chin Indian Community Left171.98

AC 248Unknown AC 1.32 4 011.86 UH 80172.75MD 12 ft Painted MedianX Curb to Left and Right

Casa Grande Rd12.72 J -----173.61


MD Soil Median

13.25 TCS 7990174.14

S 238 W13.77 J -----174.66RS-347(14)P 4DH

AC 1024RS-347(14)P AC 0.02 2 0NB 93AC 024RS-347(14)P AC 0.02 2 10SB 93

MD Var Curbed/Soil Median

RS-347-(14)P 413.79 DH174.68AC 1024RS-347-(14)P AC 0.97 2 4NB 93AC 424RS-347-(14)P AC 0.97 2 10SB 93


Unknown14.22 J [B]175.11

AC-STP-347(20) 414.76 DH175.65AC 1024RS-347(14)P AC 0.36 2 8NB 93AC 425AC-STP-347(20) AC 0.36 2 10SB 96


Hiller Rd14.82 J [B]175.71

Printed: 3/21/00 S 347317Page: MP 175.71


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile



1025Santa Cruz Wash Bridge (South) (NB) 2 10 243 ft Conc15.30 BR 96176.191225Santa Cruz Wash Bridge (South) (SB) 2 6 245 ft ConcBR 96

Median Crossover16.29 J177.18

1225Santa Cruz Wash Bridge (North) (NB) 2 6 158 ft Conc16.80 BR 96177.691025Santa Cruz Wash Bridge (North) (SB) 2 10 163 ft ConcBR 96

Casa Blanca Rd17.49 J [R14]178.38

AC-STP-347(20) 418.64 DH179.53AC 1025AC-STP-347(20) AC 0.46 2 4NB 96AC 425AC-STP-347(20) AC 0.46 2 10SB 96

MD Var Soil Median



St. Peters Mission Rd19.22 J [R]180.11

20.25 TCS 8843181.14





1225Maricopa Rd Bridge (over Gila River) (NB) 2 6 1253 ft Conc20.90 BR181.79625Maricopa Rd Bridge (over Gila River) (SB) 2 12 1253 ft ConcBR


MD Var Soil Median

Tanner Dr21.58 J [R14]182.47



AC-STP-347(20) 423.02 DH183.91AC 1024RS-347(14)P AC 0.32 2 8NB 93

Printed: 3/21/00 S 347318Page: MP 183.91


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

AC 425AC-STP-347(20) AC 0.32 2 1023.02 SB 96183.91MD 38 ft Soil Median


MD Soil Median

23.36 JB Maricopa County184.25

Riggs Rd25.68 J [B1234]185.29

Maricopa Rd N26.72 J -----187.61

27.57 TCS 5102188.46

End S 347 at I 010 at Queen Creek Rd TI28.42 J -----189.31


Beg S 366 at U 191 at Swift Trail0.00 J -----113.69JB Inside Graham County

MBH 524STATE S 404 1 MBL 1.22 2 5UH 72

0.81 TCS 1449114.50

MBH 224STATE S 404 1 MBL 2.75 2 21.22 UH 72114.91

To Fed Prison Camp Rd2.11 J -----115.80

3.97 JB Enter Coronado NF117.66X No Station tie MP 118.0 to 143.0

024STATE FH 34 A MBL 8.00 2 0UH 72

Noon Creek Picnic Area7.36 J121.05

Wet Canyon Picnic Area9.89 J123.58

Arcadia Forest Camp11.77 J125.46

018County GR DR 17.54 2 011.97 UH 90125.66

Twilight Canyon13.28 J126.97

Mount Graham Lodge14.17 J127.86

Cabin Sites Elev 750014.60 J128.29

15.81 TCS 277129.50

Lady Bug Rec Area Elev 830017.71 J131.40

Boy Scout Camp Rd21.51 J135.20

Shannon Forest Rd22.09 J135.78

High Peak Rd22.56 J136.25

Hospital Flat Camp23.62 J137.31

Grant Creek25.42 J139.11

Post Creek27.63 J141.32Printed: 3/21/00 S 366319Page: MP 141.32


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Fort Grant Vista28.00 J141.69

End S 366 near Ranger Station29.51 J -----143.20


Beg S 373 at S 260 to Eagar0.00 J -----385.65JB Inside Apache County

MBH 224S 390 903 1 AC 4.56 2 2UH 86

1.35 TCS 1029387.00

Big Lake Rd3.42 J389.07

End S 373 at Greer(Unincorp.)4.56 J -----390.21


Beg S 377 at S 277 near Heber0.00 J -----0.00JB Inside Navajo CountyX Mileposts set by Odometer

MBH 424N 428 1 P AC 0.16 2 4UH 87

024F069 1 503 CNTY AC 6.04 2 00.16 UH 810.16

6.20 JB Leave Sitgreaves NF6.20024F069 1 503 CNTY AC 0.63 2 0UH 81

024F069 1 502 CNTY AC 7.00 2 06.83 UH 806.83

024County BST 20.00 2 013.83 UH 9013.83

30.00 TCS 117430.00

End S 377 at S077 near Holbrook33.83 J -----33.83


Beg S 380 at U 191 in St Johns0.00 J0.00JB Inside Apache CountyX MI 0.00 - 20.00 Survey Only

20.00 X End S 380 at AZ/NM State Line20.00


Beg S 386 at S 0860.00 J -----0.00JB Inside Pima County

MBH 224S 446 1 AC 7.52 2 2UH 67

0.50 TCS 1740.50

AC 224N-900-548 AC 0.09 2 27.52 UH 937.52

424Kitt Peak Rd Bridge 2 4 167 ft Conc7.54 BR 937.54

MBH 224S 446 1 AC 4.44 2 27.61 UH 677.61

Printed: 3/21/00 S 386320Page: MP 7.61


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

End S 386 at Kitt Peak Observatory Elev 678012.05 J -----12.05


Beg S 387 at S 084 in Casa Grande0.00 J -----0.00UB Inside Casa GrandeJB Inside Pinal CountyX Mileposts set by Odometer

AC 052STP-950-5(2)P AC 0.37 4 0UH 98MD 12 ft Painted MedianX Curb to Left

S 287 to La Palma0.03 J0.03


0.50 TCS 121670.50

McMurry Blvd.0.51 J [B24]0.51



Maricopa - Casa Grande Hwy W (CottonWood Ln.)1.01 J -----[B24]1.01




Korsten Rd2.02 J [B24]2.02

2.10 TCS 164982.10





Rodeo Dr3.04 J -----3.04

Printed: 3/21/00 S 387321Page: MP 3.04


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

McCartney Rd4.10 J4.10UB NUB Casa Grande



4.60 TCS 99314.60





MBH 824F 014 1 5 AC 1.79 2 86.32 UH 736.32

Hopi Dr6.58 J -----6.58

7.00 TCS 73527.00

8.11 JB Enter Gila River IR8.11MBH 824F 014 1 5 AC 0.20 2 8UH 73

MBH 524I10 3 230 58 AC 0.27 2 58.31 UH 888.31

524I 010 OP 0.00 2 5 137 ft Conc8.52 TI -----678.52

MBH 524I10 3 230 58 AC 0.18 2 58.58 UH 888.58

8.70 TCS 67978.70

MBH 524F 021 1 11 AC 0.04 2 58.76 UH 688.76

S 187 near I 0108.80 J -----8.80MBH 824F 021 1 11 AC 6.92 2 8UH 68

13.40 TCS 125113.40

End S 387 at S 087 West of Coolidge15.72 J -----15.72


Beg S 389 at AZ/Utah State Line0.00 J -----0.00JB Mohave County

AC 524STP-213(5)P AC 27.00 2 5UH 97

Arizona Ave0.24 J [L2]0.24

324Short Creek 2 3 228 ft Steel0.98 BR 610.98

Colorado City Rd2.53 J2.53

14.05 JB Enter Kaibab IR14.05

Printed: 3/21/00 S 389322Page: MP 14.05


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

16.20 TCS 68716.20

Pipe Springs NM Rd19.19 J19.19

524Two Mile Wash 2 5 128 ft Steel21.40 BR 6521.40

AC 524S-213-510 AC 5.59 2 527.00 UH 9327.00

30.49 JB Leave Kaibab IR30.49

32.03 JB Coconino County32.03524Kanab Creek 2 5 129 ft SteelBR 63

32.32 JB WCL Fredonia Elev 480032.32

Pratt St32.45 J -----32.45

32.50 TCS 189132.50

End S 389 at UA089 in Fredonia32.59 J -----32.59


Beg S 473 at S 2600.00 J -----0.00JB Inside Apache CountyX Milepost set by Odometer

024USIS BST 9.18 2 0UH 63

224Mc Coy Wash 2 1 44 ft Conc0.43 BR 630.43

5.00 TCS 4405.00

Hawley Lake Rec Area Rd9.18 J9.18024USIS Gravel 0.85 2 0UH 63

End S 473 at Hawley Lake Dam10.03 J -----10.03


Beg S 489 Alvernon Way at S 910 Valencia Rd0.00 J0.00JB Inside Pima CountyX MI 0.00 - 8.00 Survey Only

End S 489 Alvernon Way at S 110 Grant Rd8.00 J8.00


Beg S 564 at U 1600.00 J -----374.28JB Inside Navajo CountyX Mileposts set by Odometer

MBH 124USIS MBL 9.18 2 1UH 68

3.72 TCS 380378.00

End S 5649.18 J -----383.46

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 9.18 mi.S 587Printed: 3/21/00 S 587323Page: MP 218.64


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

Beg S 587 at S 087 South of Chandler0.00 J -----218.64JB Inside Maricopa County

MBH 824WRA 5 C AC 0.10 2 8UH 44

0.10 JB Pinal County218.74JB Enter Gila River IR

MBH 824F045 1 1 WRA5C AC 0.90 2 8UH 66

MBH 624F045 1 1 WRA53 AC 1.46 2 61.00 UH 66219.64

MBH 624S 585 501 AC 0.14 2 62.46 UH 80221.10

1024Roosevelt WCD Canal 2 10 232 ft Conc2.54 BR 80221.14

MBH 624F045 11 WRA 5C AC 0.95 2 62.60 UH 66221.24

3.55 EQ MP 222.19 Back Equals 222.63 Ahead222.19MBH 824NON S 387 1 57A MBL 0.03 2 8UH 57222.63

AC 824ER-STP-045-1(11) AC 0.62 2 83.58 UH 96222.66


MBH 824NON S 387 1 57A MBL 0.19 2 84.20 UH 57223.28

AC 824ER-STP-045-1(11) AC 0.12 2 84.39 UH 96223.47

1024Gila River Overflow 2 10 51 ft Conc4.45 BR 96223.53

MBH 824NON S 387 1 57A MBL 0.07 2 84.51 UH 57223.59

024WRA 5 C MBL 1.35 2 04.58 UH 44223.66

4.92 TCS 7035224.00

MBH 824I 010 3 58 AC 0.13 2 85.93 UH 68225.01

End S 587 at I 010 Casa Blanca TI Exit # 1756.06 J -----225.14


Beg S 589 Campbell/Kino Hwy at S 910 Valencia Rd0.00 J0.00JB Inside Pima CountyX MI 0.00 - 8.00 Survey Only

End S 589 Campbell/Kino Hwy at S 110 Grant Rd8.00 J8.00


Beg S 810 Golf Links Corridor at S 210 at Alvernon Way0.00 J0.00JB Inside Pima CountyX MI 0.00 - 9.25 Survey Only

End S 810 at S 983 Houghton Rd9.25 J9.25


Beg S 910 Valencia Rd at S 086 Tucson0.00 J0.00JB Inside Pima County

Printed: 3/21/00 S 910324Page: MP 0.00


1998AADT

Vert.Clear.

BridgeLength, Type

Rt.Shldr.

Trav.Surf.

Lt.Shldr.

No.Lanes

Rdwy.Length

Shldr.Surf.

Trav.Surf.


Theor.RouteMile

0.00 X MI 0.00 - 25.70 Survey Only0.00

End S 910 at S 983 Houghton Rd Tucson25.70 J25.70


Beg S 982 Sahuarita Rd at I 019 South of Tucson0.00 J0.00JB Inside Pima CountyX MI 0.00 - 19.00 Survey Only

End S 982 Sahuarita Rd at I 010 Mountain View TI19.00 J19.00


Beg S 983 Houghton Rd at S 982 Sahuarita Rd0.00 J0.00JB Inside Pima CountyX MI 0.00 - 17.00 Survey Only

End S 983 Houghton Rd at S 810 Golf Links Corridor17.00 J17.00


Beg S 989 Tangerine Rd at S 0860.00 J -----0.00JB Inside Pima CountyX MI 0.00 - 36.00 Survey Only

0.75 TCS 47390.75

SR 77 - ORO VALLEY1.59 J -----1.59

End S 989 Tangerine Rd at S 07736.00 J36.00

Opposite Direction Route Length: 0.00 mi. Lengths of Frontage Roads and Others: 0.00 mi.Main Direction Route Length: 0.00 mi.

Printed: 3/21/00 S 989325Page: MP 36.00

1998 state highway system logthis log incorporates four years of state highway system (shs)...

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