arizona state highway system log i 008 at m000+0.00 (as … · 2019-12-30 · arizona state highway...

ARIZONA STATE HIGHWAY SYSTEM LOGM000+0.00 on I 008I 008 at M000+0.00 (As of 12/31/2005) Generated: 10/17/2006 3:16:02PM

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I 008 - Cardinal (low to higher reference marker) C JM000 +0.00 (EB) Begin I 008 at AZ/CA State Line0.08C UB Inside Yuma Urbanized AreaC JB Inside Yuma, Yuma CountyC PCC 2 4 1024EB PCC 780.58Projects spanning M0 to M1C MD Concrete Median Barrier 0.38C CG Curb to Left and Right 0.38C MD+0.38 Variable Soil Median 65.550.46C OP 205 ft Concrete+0.50 (EB) Exit #1 at Giss Pkwy 19760.59C PCC 2 4 1024EB PCC+0.58 760.52Projects spanning M0 to M10.66C Unk 1 2 812TI Unk+0.62 (EB) Giss Pkwy (off) 760.280.70C Unk ?WS Unk+0.85 (EB) Weigh Station (off) 0.150.93C Unk 1 2 812TI Unk+0.86 (EB) Giss Pkwy (on) 760.530.94C MBH 2 1 124FR UnkM001 +0.06 Two Way Frontage Rd Right 0.461.06C Unk ?WS Unk+0.08 (EB) Weigh Station 0.061.08C Unk ?WS Unk+0.14 (EB) Weigh Station (on) 0.151.14C MBH 2 4 1024EB AC+0.18 761.30Projects spanning M1 to M21.18C Unk 1 2 812TI Unk+0.99 (EB) U 095 (off) 700.231.98C VMSM002 +0.00 (EB) Variable Message Sign #1 (Proposed)1.99C Unk 1 2 812TI Unk+0.21 (EB) U 095 (on) 700.212.21A UP 16'-04"+0.23 Exit #2 at 16th St (US-95) 19702.23A UP ??'-??"+0.24 16th St Pedestrian OP2.24C MBH 2 4 1024EB AC+0.48 721.08Projects spanning M2 to M32.48A UP 16'-06"+0.96 Ave 2E 19702.96C AC 2 4 1030EB ACM003 +0.55 28 Aug 20040.08Projects spanning M3 to M43.56C 0.5 6AL (EB) Auxiliary Lane 28 Aug 20040.08C AC 2 4 1036EB AC+0.63 28 Aug 20040.11Projects spanning M3 to M43.64C 1 12AL (EB) Auxiliary Lane 28 Aug 20040.11C AC 2 4 1024EB AC+0.75 28 Aug 20040.44Projects spanning M3 to M43.75C AC 1 2 812TI AC(EB) Ave 3E (off) 28 Aug 20040.08C AC 2.5 2 530TI AC+0.83 (EB) Ave 3E (off) 28 Aug 20040.053.83C PCC 3 2 236TI PCC+0.88 (EB) Ave 3E (off) 28 Aug 20040.103.89C JB+0.97 Temp Leaving Yuma3.97C OP 213 ft Concrete(EB) Exit #3 at S 280 28 Aug 20043.98C PCC 2 2 224TI PCC+0.98 (EB) Ave 3E (on) 28 Aug 20040.033.99C AC 2 2 224TI ACM004 +0.00 (EB) Ave 3E (on) 28 Aug 20040.074.02C AC 1.5 4 618TI AC+0.07 (EB) Ave 3E (on) 28 Aug 20040.104.08C AC 1 6 1012TI AC+0.17 (EB) Ave 3E (on) 28 Aug 20040.014.19

Page: 1Format: Classic File: Classic_CardThenNonCard_v85.rpt M004+0.17 on I 008I 008 at M004+0.17


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C AC 2 4 1036EB ACM004 +0.18 28 Aug 20040.13Projects spanning M4 to M54.20C 1 12AL (EB) Auxiliary Lane 28 Aug 20040.13C AC 2 4 1030EB AC+0.31 28 Aug 20040.06Projects spanning M4 to M54.32C 0.5 6AL (EB) Auxiliary Lane 28 Aug 20040.14C MBH 2 4 1030EB AC+0.37 720.08Projects spanning M4 to M54.38C MBH 2 4 1024EB AC+0.44 725.784.46C MBH 2 1 124FR UnkM005 +0.07 Two Way Frontage Rd Right 2.545.12C JB+0.51 Reenter Yuma5.57C Unk 1 2 812TI UnkM007 +0.29 (EB) Araby Rd (off) 19 Sep 20030.317.35C MBH 2 1 124FR Unk+0.59 Two Way Frontage Rd Right 0.527.65C Unk 1 2 812TI Unk(EB) Araby Rd (on) 19 Sep 20030.30C UB+0.60 EUB Yuma / WUB Fortuna Foothills7.66C OP 147 ft Concrete(EB) Exit #7 at Araby Rd 1968C OP 281 ft SteelM008 +0.63 (EB) Union Pacific RR 19688.69C OP 313 ft ConcreteM009 +0.40 (EB) Exit #9 at SB008(1) 19689.44A MBH 4 2 248TI AC+0.41 (NB/SB) Avenue 8E Crossing 20020.08A Unk 2 24TI Unk(EB/WB) Avenue 8E Frontage 20020.05C Unk 1 2 812TI Unk+0.63 (EB) East Yuma (off) 680.159.67C Unk 1 2 812TI Unk+0.78 (EB) East Yuma (on) 680.399.82C MBH 2 4 1024EB ACM010 +0.19 681.41Projects spanning M10 to M1110.24C JB+0.43 Temp Leave Yuma10.48C JB+0.65 Reenter Yuma10.70C VMSM011 +0.20 (EB) Variable Message Sign #302 (Operational) 200211.25C JB+0.21 ECL Yuma11.27C MBH 2 4 1024EB AC+0.59 672.18Projects spanning M11 to M1211.65C Unk 1 2 614TI Unk+0.99 (EB) Fortuna Rd (off) 19970.2612.05A UP 16'-00"M012 +0.22 Exit #12 at Fortuna Rd 199712.27A Unk 2 24TI Unk(NB/SB) Fortuna Rd Crossing 0.26C Unk 1 2 614TI Unk(EB) Fortuna Rd (on) 19970.28C MBH 2 4 1024EB ACM013 +0.78 891.13Projects spanning M13 to M1413.83C Unk 2 2 224TI UnkM014 +0.00 (EB) Foothills Blvd (off) 880.2414.05A UP 16'-06"+0.23 Exit #14 at Foothills Blvd 198814.28A Unk 2 24TI Unk(NB/SB) Foothills Blvd Crossing 0.22C Unk 2 2 224TI Unk+0.24 (EB) Foothills Blvd (on) 880.26C BR 215 ft Concrete+0.86 (EB) Fortuna Wash 196714.91C UB+0.87 EUB Fortuna FoothillsC MBH 2 4 1024EB AC+0.91 674.77Projects spanning M14 to M1514.96C Unk 2 0 024IS UnkM016 +0.58 (EB) Border Patrol Inspection Station (off) 0.7816.62C X+0.66 (EB) Mainline Paving Closed - All Traffic thru Inspection Station16.69



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C ISM017 +0.34 (EB) Border Patrol Inspection Station (on)17.38C X+0.36 (EB) Resume Mainline Paving17.39C UP 16'-04"M018 +0.87 (EB) Telegraph Pass 196718.90C AC 2 4 1024EB ACM019 +0.70 07 May 20030.50Projects spanning M19 to M2019.73C X+0.74 Gila Mountains Divide19.78C MBH 2 4 1024EB ACM020 +0.20 670.19Projects spanning M20 to M2120.23C UP 16'-03"+0.36 (EB) I 008 WB 196720.39C AC 2 4 1024EB AC+0.40 670.18Projects spanning M20 to M2120.43C Unk 1 2 812TI Unk+0.53 (EB) Dome Valley Rd (off) 690.2720.56C AC 2 4 1024EB AC+0.58 718.42Projects spanning M20 to M2120.61C Unk 1 2 812TI Unk+0.82 (EB) Dome Valley Rd (on) 690.1120.85A Unk 2 24TI UnkM021 +0.03 (NB/SB) Dome Valley Rd Crossing 0.5121.06C UP 19'-07"(EB) Exit #21 at Dome Valley Rd 1969C Unk 1 2 812RA UnkM022 +0.12 (EB) Ligurta Parking (off) (No Services) 0.1222.14C Unk 1 2 812RA Unk+0.23 (EB) Ligurta Parking (No Services) 0.1422.26C Unk 1 2 812RA Unk+0.37 (EB) Ligurta Parking (on) (No Services) 0.0722.40C BR 157 ft Concrete+0.89 (EB) Red Top Wash 196922.92C BR 469 ft ConcreteM024 +0.10 (EB) Ligurta Wash 196924.13C OP 107 ft ConcreteM026 +0.71 (EB) Adonde Rd 196926.75C MBH 2 4 1024EB ACM029 +0.00 710.02Projects spanning M29 to M3029.03C MBH 2 4 1024EB AC+0.01 892.4029.05C JB+0.28 WCL Wellton (Island)29.32C JB+0.77 ECL Wellton (Island)29.81C Unk 1 2 812TI UnkM030 +0.50 (EB) Wellton (off) 690.3030.54C Unk 1 2 812TI Unk+0.77 (EB) Wellton (on) 690.2930.80A UP 16'-03"+0.80 Exit #30 at Ave 29E 196930.84A Unk 2 24TI Unk(NB/SB) Wellton Crossing 0.27C MBH 2 4 1024EB ACM031 +0.42 Feb 20000.02Projects spanning M31 to M3231.45C BR Unknown+0.43 (EB) Wellton Canal31.46C MBH 2 4 1024EB AC+0.44 894.81Projects spanning M31 to M3231.47A UP 16'-04"M032 +0.88 Ave 31E 196932.92A UP 20'-04"M034 +0.91 Ave 33E 196934.94C AC 2 4 1024EB ACM036 +0.24 21 Jan 20040.24Projects spanning M36 to M3736.28C BR 252 ft Concrete+0.38 (EB) Mohawk Canal 21 Jan 200436.42C MBH 2 4 1024EB AC+0.48 890.57Projects spanning M36 to M3736.52C AC 2 4 1024EB ACM037 +0.05 May 20000.52Projects spanning M37 to M3837.09C AC 2 4 1030EB AC+0.57 May 20000.0837.61C 0.5 6AL (EB) Auxiliary Lane 0.08C AC 2 4 1036EB AC+0.66 May 20000.04Projects spanning M37 to M3837.69



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C 1 12ALM037 +0.66 (EB) Auxiliary Lane 0.0437.69C AC 2 4 1024EB AC+0.69 May 20000.46Projects spanning M37 to M3837.73C Unk 1 2 812TI Unk+0.70 (EB) Roll (off) 660.2537.74C Unk 1 2 812TI Unk+0.94 (EB) Roll (on) 660.2337.97A UP 16'-04"+0.95 Exit #37 at Ave 36E 196637.99A Unk 2 24TI Unk(NB/SB) Roll Crossing 0.33C AC 2 4 1036EB ACM038 +0.15 May 20000.10Projects spanning M38 to M3938.19C 1 12AL (EB) Auxiliary Lane 0.10C AC 2 4 1030EB AC+0.25 May 20000.10Projects spanning M38 to M3938.29C 0.5 6AL (EB) Auxiliary Lane 0.10C AC 2 4 1024EB AC+0.35 May 200014.95Projects spanning M38 to M3938.39C Unk 1 2 614TI UnkM041 +0.82 (EB) Tacna (off) Jun 20000.2441.86C Unk 2 24FR UnkM042 +0.04 Frontage Rd Right 0.2842.07C Unk 1 2 812TI Unk(EB) Tacna (on) Jun 20000.2442.08A UP 16'-08"+0.06 Exit #42 at Ave 40E Jun 200042.10A Unk 2 24TI Unk(NB/SB) Tacna Crossing 0.26C AC 2 4 1024EB ACM053 +0.33 May 20002.20Projects spanning M53 to M5453.34C OP 153 ft SteelM054 +0.83 (EB) Union Pacific RR 196654.87A Unk 2 24TI Unk+0.92 (EB/WB) Mohawk Crossing 0.2554.96C OP 158 ft Concrete+0.94 (EB) Exit #54 at Ave 52E 196354.98C Unk 1 2 812TI UnkM055 +0.01 (EB) Ave 52E (Mohawk Valley) (on) 630.3155.05C Unk 1 2 812TI Unk+0.08 (EB) Ave 52E (Mohawk Valley) (off) 630.1555.12C AC 2 4 1024EB AC+0.50 May 20011.29Projects spanning M55 to M5655.54C Unk 1 2 812RA Unk+0.92 (EB) Mohawk Rest Area (off) 0.1155.96C Unk 1 2 812RA UnkM056 +0.03 (EB) Mohawk Rest Area 0.1256.07C Unk 1 2 812RA Unk+0.14 (EB) Mohawk Rest Area (on) 0.1056.18C AC 2 6 1024EB AC+0.79 May 20019.15Projects spanning M56 to M5756.83C Gravel 2 1 122FR UnkM062 +0.71 Two Way Frontage Rd Right 3.2962.74C AC 2 6 1024EB ACM065 +0.93 19950.03Projects spanning M65 to M6665.98C AC 2 4 1024EB AC+0.96 19950.0266.01C MD 76 ft Soil Median 6.08C Gravel 2 1 122FR Unk+0.98 Two Way Frontage Rd Right 1.3166.03C AC 2 4 1024EB AC 19956.06Projects spanning M65 to M66C Unk 1 2 812TI UnkM067 +0.18 (EB) Dateland (off) 620.2467.24C Gravel 2 1 122FR Unk+0.31 Two Way Frontage Rd Right 6.1367.37C Unk 1 2 812TI Unk+0.42 (EB) Dateland (on) 620.3467.48C OP 107 ft Concrete+0.43 (EB) Exit #67 at Dateland (Ave 64E) 196267.49A Unk 2 24TI Unk(NB/SB) Dateland Crossing 0.11C MBH 2 4 1024EB ACM072 +0.04 799.96Projects spanning M72 to M7372.09



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C MDM072 +0.04 Variable Soil Median 0.5272.09C MD+0.56 74 ft Soil Median 7.3372.61C Unk 1 2 812TI UnkM073 +0.23 (EB) Aztec Rd (off) 620.2473.29C Unk 2 0 024FR Unk+0.48 Two Way Frontage Rd Right 5.3073.53C OP 97 ft Concrete(EB) Exit #73 at Aztec Rd (Ave 70E) 1962A Unk 2 24TI Unk(NB/SB) Aztec Rd Crossing 0.06C Unk 1 2 812TI Unk(EB) Aztec Rd (on) 620.25C Unk 1 2 812TI UnkM078 +0.18 (EB) Spot Rd (off) 620.2878.23C OP 97 ft Concrete+0.46 (EB) Exit #78 at Spot Rd (Ave 75E) 196278.51A Unk 2 24TI Unk(NB/SB) Spot Rd Crossing 0.06C Unk 1 2 812TI Unk(EB) Spot Rd (on) 620.32C JBM079 +0.85 Maricopa County79.90C MD+0.89 Variable Soil Median 8.2079.94C AC 2 4 1024EB ACM082 +0.00 Sep 19995.99Projects spanning M82 to M8382.05C Unk 1 2 812RA UnkM083 +0.74 (EB) Sentinel Rest Area (off) 0.1483.79C Unk 1 2 812RA Unk+0.88 (EB) Sentinel Rest Area 0.1483.93C Unk 1 2 812RA UnkM084 +0.00 (EB) Sentinel Rest Area (on) 0.1084.06C Unk 1 2 812TI UnkM086 +0.78 (EB) Sentinel (off) 620.2786.83A Unk 2 24TI UnkM087 +0.03 (NB/SB) Sentinel Crossing 0.0687.10C Unk 1 2 812TI Unk(EB) Sentinel (on) 620.27C OP 97 ft Concrete(EB) Exit #87 at Sentinel Rd 1962C AC 2 4 1024EB ACM088 +0.00 Oct 19998.01Projects spanning M88 to M8988.04C MD+0.09 76 ft Soil Median 7.8088.14C MDM095 +0.89 74 ft Soil Median 10.1495.94C MBH 2 4 1024EB ACM096 +0.00 6910.03Projects spanning M96 to M9796.05C MBH 2 1 124FR UnkM100 +0.74 Two Way Frontage Rd Right 1.55100.80C Unk 1 2 812TI UnkM102 +0.03 (EB) Painted Rock (off) 580.26102.08C OP 89 ft Concrete+0.29 (EB) Exit #102 at Painted Rock Dam Rd 1958102.34A Unk 2 24TI Unk(NB/SB) Painted Rock Crossing 0.07C Unk 2 0 024FR UnkTwo Way Frontage Rd Right 4.22C Unk 1 2 812TI Unk+0.43 (EB) Painted Rock (on) 580.13102.48C AC 2 4 1024EB ACM106 +0.03 19949.07Projects spanning M106 to M107106.08C MD 76 ft Soil Median 9.18C Unk 1 2 812TI Unk+0.27 (EB) Paloma (off) 600.25106.32A Unk 2 24TI Unk+0.51 (NB/SB) Paloma Rd Crossing 0.09106.56C Gravel 2 1 122FR UnkTwo Way Frontage Rd Right 4.93C Unk 1 2 812TI Unk(EB) Paloma (on) 600.27C OP 97 ft Concrete(EB) Exit #106 at Paloma Rd 1960C Unk 1 2 812TI UnkM111 +0.18 (EB) Citrus Valley (off) 600.27111.23



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A Unk 2 24TI UnkM111 +0.45 (NB/SB) Citrus Valley Crossing 0.08111.49C BST 2 1 124FR UnkTwo Way Frontage Rd Right 3.24C OP 97 ft Concrete(EB) Exit #111 at Citrus Valley Rd 1960C Unk 1 2 812TI Unk(EB) Citrus Valley (on) 600.35C JB+0.57 WCL Gila Bend111.62C Unk 1 2 812TI UnkM114 +0.33 (EB) W Gila Bend (off) 710.31114.38C VMSM115 +0.00 (EB) Variable Message Sign #10 (Proposed)115.05C AC 2 4 1024EB AC+0.10 Aug 199919.50Projects spanning M115 to M116115.15A OP 659 ft Concrete+0.16 Exit #115 at SB008(3) West 1971115.21C MD+0.21 Variable Soil Median 4.46115.26C OP 171 ft Concrete+0.63 (EB) Exit #116 at S 085 1971115.68C Unk 1 2 812TI Unk+0.67 (EB) S 085 (on) 710.16115.72C JB+0.71 ECL Gila Bend115.76C OP 120 ft ConcreteM116 +0.36 (EB) Tucson Cornelia & Gila Bend RR (Inactive) 1969116.41C OP 107 ft Concrete+0.80 (EB) County Rd 1969116.85C BR 201 ft ConcreteM117 +0.39 (EB) Sand Tanks Wash 1969117.44C Unk 1 2 812TI UnkM119 +0.12 (EB) E Gila Bend (off) 690.39119.17A UP 16'-06"+0.42 Exit #119 at SB008(3) E 1969119.47C Unk 1 2 812TI Unk+0.48 (EB) E Gila Bend (on) 690.34119.54C BST 2 1 124FR UnkTwo Way Frontage Rd Right 0.42C MD+0.67 76 ft Soil Median 58.64119.72C AC 2 4 1024EB ACM134 +0.60 810.04Projects spanning M134 to M135134.65C AC 2 4 1024EB AC+0.64 926.58134.69C Unk 1 2 812TI UnkM140 +0.63 (EB) Freeman Rd (off) 580.18140.68A Unk 2 24TI Unk+0.81 (NB/SB) Freeman Rd Crossing 0.06140.86C Unk 1 2 812TI Unk(EB) Freeman Rd (on) 580.15C OP 29 ft Concrete(EB) Exit #140 at Freeman Rd 1958C MBH 2 4 1024EB ACM141 +0.21 816.41Projects spanning M141 to M142141.27C Unk 1 2 812TI UnkM144 +0.43 (EB) Vekol Rd (off) 590.08144.48C Unk 1 2 812TI Unk+0.50 (EB) Vekol Rd (on) 590.05144.54A UP 16'-01"+0.56 Exit #144 at Vekol Valley Rd 1959144.60A Unk 2 24TI Unk(NB/SB) Vekol Rd Crossing 0.35C BR 190 ft Concrete+0.76 (EB) Vekol Wash 1959144.81C JBM147 +0.59 Pinal County147.64C MBH 2 4 1024EB AC+0.63 9013.17Projects spanning M147 to M148147.68C Unk 2 1 124FR UnkM151 +0.49 Two Way Frontage Rd Right 0.17151.54C BR Unknown+0.50 (EB) Mendell Wash 1961C Unk 1 2 812TI Unk+0.51 (EB) Maricopa Rd (off) 620.16151.56C Unk 1 2 812TI Unk+0.67 (EB) Maricopa Rd (on) 620.19151.72



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A UP 16'-00"M151 +0.68 Exit #151 at S 084 1962151.73C BR UnknownM153 +0.45 (EB) Unknown Wash153.49C OP 90 ft ConcreteM157 +0.56 (EB) Smith Rd 1962157.61C AC 2 3 924EB ACM160 +0.80 19959.22Projects spanning M160 to M161160.85A Unk 2 24TI UnkM161 +0.52 (NB/SB) Stanfield Rd Crossing 0.22161.61C Unk 1 2 812TI Unk(EB) Stanfield Rd (on) 650.34A UP 16'-03"Exit #161 at Stanfield Rd 1965C Unk 1 2 812TI Unk+0.59 (EB) Stanfield Rd (off) 650.26161.68A UP 16'-04"M162 +0.53 Murphy Rd 1965162.61C BR 620 ft ConcreteM163 +0.06 (EB) Santa Rosa Wash 1965163.14A UP 16'-01"M164 +0.53 Russell Rd 1965164.61A UP 16'-06"M166 Midway Rd 1966166.61C BR 471 ft Concrete+0.91 (EB) Greenes Wash 1966166.99C Unk 1 2 812TI UnkM167 +0.38 (EB) Montgomery Rd (off) 660.15167.46A UP 16'-03"+0.53 Exit #167 at Montgomery Rd 1966167.61A Unk 2 24TI Unk(NB/SB) Montgomery Rd Crossing 0.11C Unk 1 2 812TI Unk(EB) Montgomery Rd (on) 660.16A Unk 2 24TI UnkM169 +0.54 (NB/SB) Bianco Rd Crossing 0.28169.62C Unk 1 2 812TI Unk(EB) Bianco Rd (on) 660.31A UP 16'-06"Exit #169 at Bianco Rd 1966C Unk 1 2 812TI Unk+0.64 (EB) Bianco Rd (off) 660.22169.72C MBH 2 3 924EB AC+0.99 700.04Projects spanning M169 to M170170.07C AC 2 6 1024EB ACM170 +0.03 21 Jun 20027.94Projects spanning M170 to M171170.11C BR 351 ft Concrete+0.94 (EB) Santa Cruz Wash 1966171.02A Unk 2 24TI UnkM172 +0.54 (NB/SB) Thornton Rd Crossing 0.26172.62C Unk 1 2 812TI Unk(EB) Thornton Rd (on) 670.32A UP 15'-10"Exit #172 at Thornton Rd 1967C Unk 1 2 812TI Unk+0.62 (EB) Thornton Rd (off) 670.24172.70A UP 15'-11"M173 +0.53 Chuichu Rd 1967173.61C Unk 1 2 812TI UnkM174 +0.36 (EB) Trekell Rd (off) 670.17174.44C Unk 1 2 812TI Unk+0.52 (EB) Trekell Rd (on) 670.22174.60A Unk 2 24TI Unk+0.53 (NB/SB) Trekell Rd Crossing 0.15174.62A UP 15'-11"Exit #174 at Trekell Rd 1967C VMSM175 +0.00 (EB) Variable Message Sign #13 (Proposed)175.07C JB+0.65 WCL Casa Grande Elev 1405175.72C OP 95 ft Concrete+0.66 (EB) Peart Rd 1967175.73C Unk 2 0 024FR UnkTwo Way Frontage Rd Right 0.29C Unk 1 12TI UnkM177 +0.93 (EB) Exit # 178 (Arizola TI) to I 010 EB (off) 660.63178.01C MBH 2 6 1024EB AC+0.97 21 Jun 20020.31Projects spanning M177 to M178178.05



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C OP 286 ft SteelM178 +0.25 (EB) I 010 EB 1967178.33C J+0.28 (EB) End I 008 at I 010 on OP178.36C TI (EB) Exit # 178 (Arizola TI) ramp merge to I 010 WB (off)



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I 008 - Non-cardinal (from low to high for divided hwy segments) N JM000 +0.00 (WB) Begin I 008 at AZ/CA State Line0.09N PCC 2 10 424WB PCC 780.58Projects spanning M0 to M1N OP 204 ft Concrete+0.50 (WB) Exit #1 at Giss Pkwy 19760.59N PCC 2 10 424WB PCC+0.58 760.52Projects spanning M0 to M10.67N Unk 1 8 212TI Unk+0.69 (WB) Giss Pkwy (on) 760.140.78N Unk 1 8 212TI Unk+0.83 (WB) Giss Pkwy (off) 760.190.92N MBH 2 10 424WB ACM001 +0.18 761.30Projects spanning M1 to M21.19N Unk ?WS Unk+0.36 (WB) Weigh Station (on) 0.101.37N Unk ?WS Unk+0.53 (WB) Weigh Station 0.171.54N Unk ?WS Unk+0.62 (WB) Weigh Station (off) 0.101.63N Unk 1 8 212TI UnkM002 +0.27 (WB) U 095 (on) 700.242.28N Unk 1 8 212TI Unk+0.47 (WB) U 095 (off) 700.212.48N MBH 2 10 424WB AC+0.48 720.90Projects spanning M2 to M32.49N MBH 2 10 430WB ACM003 +0.38 720.15Projects spanning M3 to M43.39N 0.5 6AL (WB) Auxiliary Lane 28 Aug 20040.18N AC 2 10 430WB AC+0.53 28 Aug 20040.03Projects spanning M3 to M43.54N AC 2 10 436WB AC+0.56 28 Aug 20040.113.57N 1 12AL (WB) Auxiliary Lane 28 Aug 20040.11N AC 2 10 424WB AC+0.68 28 Aug 20040.60Projects spanning M3 to M43.68N AC 1 10 612TI AC(WB) Ave 3E (on) 28 Aug 20040.013.69N AC 1.5 6 418TI AC+0.79 (WB) Ave 3E (on) 28 Aug 20040.103.79N AC 2 2 224TI AC+0.89 (WB) Ave 3E (on) 28 Aug 20040.103.90N AC 2 5 224TI AC+0.90 (WB) Ave 3E (on) 28 Aug 20040.013.91N AC 2 4 424FR AC+0.93 Two Way Frontage Rd Left 28 Aug 20040.473.94N AC 2 8 224TI AC+0.95 (WB) Ave 3E (on) 28 Aug 20040.053.95N OP 213 ft Concrete(WB) Exit #3 at S 280 28 Aug 20043.96N PCC 3 2 236TI PCCM004 +0.06 (WB) Ave 3E (off) 28 Aug 20040.114.06N AC 2.5 5 230TI AC+0.08 (WB) Ave 3E (off) 28 Aug 20040.024.08N AC 2.5 8 230TI AC+0.12 (WB) Ave 3E (off) 28 Aug 20040.044.12N AC 1 8 212TI AC+0.28 (WB) Ave 3E (off) 28 Aug 20040.174.28N AC 2 10 436WB AC 28 Aug 20040.10Projects spanning M4 to M5N 1 12AL (WB) Auxiliary Lane 28 Aug 20040.11N MBH 2 10 436WB AC+0.38 720.01Projects spanning M4 to M54.38N MBH 2 10 430WB AC 720.13N 0.5 6AL (WB) Auxiliary Lane 28 Aug 20040.13N MBH 2 1 124FR Unk+0.39 Two Way Frontage Rd Left 0.814.39N MBH 2 10 424WB AC+0.52 725.73Projects spanning M4 to M54.52



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N OP 147 ft ConcreteM007 +0.64 (WB) Exit #7 at Araby Rd 19687.64N Unk 1 8 212TI Unk+0.65 (WB) Araby Rd (on) 19 Sep 20030.427.66N Unk 1 8 212TI Unk+0.93 (WB) Araby Rd (off) 19 Sep 20030.297.93N OP 281 ft SteelM008 +0.70 (WB) Union Pacific RR 19688.71N OP 313 ft ConcreteM009 +0.43 (WB) Exit #9 at SB008(1) 19689.46N MBH 2 2 224FR AC+0.72 Two Way Frontage Rd Left 20020.129.75N Unk 1 8 212TI Unk+0.78 (WB) East Yuma (on) 680.159.81N Unk 1 8 212TI Unk+0.92 (WB) East Yuma (off) 680.149.95N MBH 2 10 424WB ACM010 +0.24 681.41Projects spanning M10 to M1110.25N MBH 2 10 424WB ACM011 +0.65 672.18Projects spanning M11 to M1211.66N Unk 1 6 214TI UnkM012 +0.24 (WB) Fortuna Rd (on) 19970.2712.25N Unk 1 6 214TI Unk+0.47 (WB) Fortuna Rd (off) 19970.2612.48N MBH 2 10 424WB ACM013 +0.83 891.13Projects spanning M13 to M1413.84N Unk 2 2 224TI UnkM014 +0.24 (WB) Foothills Blvd (on) 880.2014.25N Unk 2 2 224TI Unk+0.51 (WB) Foothills Blvd (off) 880.2714.52N BR 215 ft Concrete+0.87 (WB) Fortuna Wash 196714.89N MBH 2 10 424WB AC+0.96 672.33Projects spanning M14 to M1514.97N BR 215 ft ConcreteM016 +0.44 (WB) Dry Wash 200016.45N AC 2 10 424WB ACM017 +0.30 07 May 20031.40Projects spanning M17 to M1817.30N MBH 2 10 424WB ACM018 +0.70 671.71Projects spanning M18 to M1918.70N OP 267 ft Steel+0.82 (WB) Telegraph Pass 196718.82N OP 249 ft SteelM020 +0.35 (WB) I 008 EB 196720.37N AC 2 10 424WB AC+0.40 670.21Projects spanning M20 to M2120.41N AC 2 10 424WB AC+0.60 718.4420.62N UP 16'-03"M021 +0.05 (WB) Exit #21 at Dome Valley Rd21.19N Unk 1 8 212TI Unk+0.12 (WB) Dome Valley Rd (on) 690.3121.25N Unk 1 8 212TI Unk+0.26 (WB) Dome Valley Rd (off) 690.2821.40N Unk 1 2 812RA UnkM022 +0.28 (WB) Ligurta Parking (on) (No Services) 0.0922.42N Unk 1 2 812RA Unk+0.42 (WB) Ligurta Parking (No Services) 0.1422.56N Unk 1 2 812RA Unk+0.54 (WB) Ligurta Parking (off) (No Services) 0.1322.68N BR 157 ft Concrete+0.89 (WB) Red Top Wash 196923.03N BR 469 ft ConcreteM024 +0.11 (WB) Ligurta Wash 196924.24N Unk 2 0 024FR Unk+0.54 Two Way Frontage Rd Left 2.3624.68N OP 107 ft ConcreteM026 +0.71 (WB) Adonde Rd 196926.85N AC 2 10 424WB ACM028 +0.93 890.07Projects spanning M28 to M2929.06N MBH 2 10 424WB ACM029 +0.00 897.33Projects spanning M29 to M3029.13N Unk 1 8 212TI UnkM030 +0.83 (WB) Wellton (on) 690.2530.96N Unk 1 8 212TI UnkM031 +0.06 (WB) Wellton (off) 690.2531.19N BR Unknown+0.49 (WB) Wellton Canal31.62



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N AC 2 10 424WB ACM036 +0.32 21 Jan 20040.24Projects spanning M36 to M3736.45N BR 253 ft Concrete+0.41 (WB) Mohawk Canal 30 May 200336.54N MBH 2 10 424WB AC+0.56 890.49Projects spanning M36 to M3736.69N AC 2 10 424WB ACM037 +0.06 May 20000.45Projects spanning M37 to M3837.19N AC 2 10 430WB AC+0.51 May 20000.1337.64N 0.5 6AL (WB) Auxiliary Lane 0.13N AC 2 10 436WB AC+0.64 May 20000.12Projects spanning M37 to M3837.78N 1 12AL (WB) Auxiliary Lane 0.12N AC 2 10 424WB AC+0.76 May 20000.47Projects spanning M37 to M3837.89N Unk 1 8 212TI UnkM038 +0.00 (WB) Roll (on) 660.2838.13N Unk 1 8 212TI Unk+0.23 (WB) Roll (off) 660.2738.36N AC 2 10 436WB AC May 20000.04Projects spanning M38 to M39N 1 12AL (WB) Auxiliary Lane 0.04N AC 2 10 430WB AC+0.27 May 20000.08Projects spanning M38 to M3938.40N 0.5 6AL (WB) Auxiliary Lane 0.08N AC 2 10 424WB AC+0.35 May 200014.95Projects spanning M38 to M3938.48N Unk 1 8 212TI UnkM042 +0.08 (WB) Tacna (on) Jun 20000.2742.22N Unk 2 24FR Unk+0.09 Frontage Rd Left 1.00N Unk 1 8 212TI Unk+0.33 (WB) Tacna (off) Jun 20000.2842.46N AC 2 10 424WB ACM053 May 20002.20Projects spanning M53 to M5453.43N OP 153 ft SteelM054 +0.81 (WB) Union Pacific RR 196654.94N Unk 2 0 024FR Unk+0.88 Two Way Frontage Rd Left 12.6755.01N OP 158 ft Concrete+0.92 (WB) Exit #54 at Ave 52E 196355.05N Unk 1 8 212TI UnkM055 +0.24 (WB) Ave 52E (Mohawk Valley) (on) 630.1355.38N Unk 1 8 212TI Unk+0.46 (WB) Ave 52E (Mohawk Valley) (off) 630.2755.60N AC 2 10 424WB AC+0.50 May 200110.41Projects spanning M55 to M5655.63N Unk 1 2 812RA UnkM056 +0.12 (WB) Mohawk Rest Area (on) 0.1156.26N Unk 1 2 812RA Unk+0.23 (WB) Mohawk Rest Area 0.1156.37N Unk 1 2 812RA Unk+0.36 (WB) Mohawk Rest Area (off) 0.1356.50N AC 2 10 424WB ACM065 +0.89 May 20010.03Projects spanning M65 to M6666.04N AC 2 10 424WB AC+0.93 19956.0366.07N OP 107 ft ConcreteM067 +0.44 (WB) Exit #67 at Dateland (Ave 64E) 196267.59N Unk 1 8 212TI Unk+0.45 (WB) Dateland (on) 620.3167.60N Gravel 2 1 122FR Unk+0.46 Two Way Frontage Rd Left 5.2167.61N Unk 1 8 212TI Unk+0.73 (WB) Dateland (off) 620.2867.87N MBH 2 10 424WB ACM071 +0.95 797.85Projects spanning M71 to M7272.10N Unk 2 0 024FR UnkM073 +0.48 Two Way Frontage Rd Left 1.3073.62N OP 97 ft Concrete(WB) Exit #73 at Aztec Rd (Ave 70E) 1962N Unk 1 8 212TI Unk(WB) Aztec Rd (on) 620.26



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N Unk 1 8 212TI UnkM073 +0.71 (WB) Aztec Rd (off) 620.2473.86N Unk 2 0 024FR UnkM074 +0.77 Two Way Frontage Rd Left 0.6074.92N Unk 2 0 024FR UnkM075 +0.37 Two Way Frontage Rd Left 3.0875.52N Unk 2 0 024FR UnkM078 +0.46 Two Way Frontage Rd Left 3.3778.60N Unk 1 8 212TI Unk(WB) Spot Rd (on) 620.27N OP 97 ft Concrete(WB) Exit #78 at Spot Rd (Ave 75E) 1962N Unk 1 8 212TI Unk+0.71 (WB) Spot Rd (off) 620.2678.86N MBH 2 10 424WB ACM079 +0.80 782.19Projects spanning M79 to M8079.95N AC 2 10 424WB ACM082 +0.00 Sep 19995.99Projects spanning M82 to M8382.14N Unk 1 2 812RA UnkM084 +0.64 (WB) Sentinel Rest Area (on) 0.1284.78N Unk 1 2 812RA Unk+0.76 (WB) Sentinel Rest Area 0.1284.91N Unk 1 2 812RA Unk+0.88 (WB) Sentinel Rest Area (off) 0.1285.02N Unk 2 0 024FR UnkM085 +0.38 Two Way Frontage Rd Left 0.4885.53N MBH 2 1 124FR Unk+0.86 Two Way Frontage Rd Left 0.1286.00N Unk 2 0 024FR Unk+0.98 Two Way Frontage Rd Left 1.6486.12N Unk 1 8 212TI UnkM087 +0.04 (WB) Sentinel (on) 620.2987.19N OP 97 ft Concrete(WB) Exit #87 at Sentinel Rd 1962N Unk 1 8 212TI Unk+0.29 (WB) Sentinel (off) 620.2587.44N AC 2 10 424WB ACM088 +0.00 Oct 19998.00Projects spanning M88 to M8988.14N MBH 2 10 424WB ACM096 693.95Projects spanning M96 to M9796.14N MBH 2 10 424WB ACM099 +0.94 866.00Projects spanning M99 to M100100.09N OP 89 ft ConcreteM102 +0.29 (WB) Exit #102 at Painted Rock Dam Rd 1958102.43N Unk 1 8 212TI Unk(WB) Painted Rock (on) 580.27N Unk 1 8 212TI Unk+0.56 (WB) Painted Rock (off) 580.27102.70N AC 2 10 424WB ACM105 +0.94 19949.15Projects spanning M105 to M106106.09N Unk 2 24FR UnkM106 +0.03 Frontage Rd Left 0.48106.18N OP 97 ft Concrete+0.51 (WB) Exit #106 at Paloma Rd 1960106.65N Unk 1 8 212TI Unk(WB) Paloma (on) 600.31N Unk 2 24FR UnkFrontage Rd Left 0.47106.66N Unk 1 8 212TI Unk+0.74 (WB) Paloma (off) 600.23106.89N OP 97 ft ConcreteM111 +0.44 (WB) Exit #111 at Citrus Valley Rd 1960111.58N Unk 1 8 212TI Unk(WB) Citrus Valley (on) 600.32N Unk 1 8 212TI Unk+0.72 (WB) Citrus Valley (off) 600.28111.86N BST 2 1 124FR UnkM113 +0.62 Two Way Frontage Rd Left 1.85113.77N TIM114 +0.84 (WB) W Gila Bend (on)114.98N AC 2 10 424WB ACM115 +0.10 Aug 199919.51Projects spanning M115 to M116115.24N Unk 1 2 812TI Unk+0.30 (EB) W Gila Bend (off) 710.47115.44N OP 171 ft Concrete+0.63 (WB) Exit #116 at S 085 1971115.77N Unk 1 8 212TI Unk+0.81 (WB) S 085 (off) 710.21115.95



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N OP 120 ft ConcreteM116 +0.39 (WB) Tucson Cornelia & Gila Bend RR (Inactive) 1969116.51N OP 107 ft Concrete+0.83 (WB) County Rd 1969116.95N BR 201 ft ConcreteM117 +0.37 (WB) Sand Tanks Wash 1969117.52N Unk 1 8 212TI UnkM119 +0.36 (WB) E Gila Bend (on) 690.21119.51N Unk 1 8 212TI Unk+0.72 (WB) E Gila Bend (off) 690.37119.87N VMSM120 +0.90 (WB) Variable Message Sign #312 (Operational) 2002121.04N AC 2 10 424WB ACM134 +0.60 926.53Projects spanning M134 to M135134.74N Unk 1 8 212TI UnkM140 +0.81 (WB) Freeman Rd (on) 580.22140.95N OP 29 ft Concrete(WB) Exit #140 at Freeman Rd 1958N Unk 1 8 212TI Unk+0.92 (WB) Freeman Rd (off) 580.12141.07N MBH 2 10 424WB ACM141 +0.12 816.41Projects spanning M141 to M142141.28N Unk 1 8 212TI UnkM144 +0.54 (WB) Vekol Rd (on) 590.24144.68N Unk 1 8 212TI Unk+0.66 (WB) Vekol Rd (off) 590.11144.81N BR 188 ft Concrete+0.75 (WB) Vekol Wash 1954144.89N MBH 2 10 424WB ACM147 +0.55 740.05Projects spanning M147 to M148147.69N AC 2 9.5 3.524WB AC+0.60 03 Mar 199713.30147.74N BR 152 ft ConcreteM151 +0.50 (WB) Mendell Wash 1961151.64N Unk 1 8 212TI Unk+0.77 (WB) Maricopa Rd (on) 620.34151.92N Unk 1 8 212TI Unk+0.86 (WB) Maricopa Rd (off) 620.15152.00N BR 188 ft Concrete+0.90 (WB) Vekol Wash 1954152.04N BR 153 ft ConcreteM153 +0.45 (WB) Unknown Wash 1961153.59N OP 90 ft ConcreteM157 +0.56 (WB) Smith Rd 1962157.70N AC 2 9 324WB ACM160 +0.90 19959.04Projects spanning M160 to M161161.03N Unk 1 8 212TI UnkM161 +0.52 (WB) Stanfield Rd (on) 650.23161.70N Unk 1 8 212TI Unk+0.79 (WB) Stanfield Rd (off) 650.30161.97N BR 620 ft ConcreteM163 +0.06 (WB) Santa Rosa Wash 1965163.23N BR 471 ft ConcreteM166 +0.91 (WB) Greenes Wash 1966167.08N Unk 1 8 212TI UnkM167 +0.53 (WB) Montgomery Rd (on) 660.17167.70N Unk 1 8 212TI Unk+0.68 (WB) Montgomery Rd (off) 660.15167.85N Unk 1 8 212TI UnkM169 +0.44 (WB) Bianco Rd (off) 660.23169.61N Unk 1 8 212TI Unk+0.54 (WB) Bianco Rd (on) 660.30169.71N MBH 2 10 424WB AC+0.91 700.04Projects spanning M169 to M170170.08N AC 2 10 424WB AC+0.95 19950.08170.12N AC 2 10 424WB ACM170 +0.03 21 Jun 20027.86Projects spanning M170 to M171170.20N BR 351 ft Concrete+0.94 (WB) Santa Cruz Wash 1966171.11N Unk 1 8 212TI UnkM172 +0.54 (WB) Thornton Rd (on) 670.30172.72N Unk 1 8 212TI Unk+0.86 (WB) Thornton Rd (off) 670.34173.04N Unk 1 8 212TI UnkM174 +0.54 (WB) Trekell Rd (on) 670.23174.72N Unk 1 8 212TI Unk+0.71 (WB) Trekell Rd (off) 670.18174.90



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N OP 95 ft ConcreteM175 +0.66 (WB) Peart Rd 1967175.82N MBH 2 10 424WB ACM177 +0.87 21 Jun 20020.39Projects spanning M177 to M178178.06N TIM178 +0.01 (WB) Exit # 178 (Arizola TI) from I 010 EB (on)178.19N J+0.27 (WB) End I 008 at I 010 on OP178.45N TI (WB) Ramp from I 010 WB frontage and I 010 WB (on)N OP 286 ft Steel(WB) I 010 WB 1966

1989.7178.279.9524.044.14356.54Cardinal Mainline Averages/Totals: 178.28 Miles of MedianNon-Cardinal Mainline Averages/Totals: 356.70 9.91 3.91 178.35 1990.924.04

Frontage Roads Averages/Totals: 69.30 0.71 34.6523.10 0.71Non-Cardinal Frontage Roads Averages/Totals: 72.06 0.28 36.0323.71 0.28



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I 010 - Cardinal (low to higher reference marker) C JM000 +0.00 (EB) Begin I 010 at AZ/CA State line0.01C JB La Paz CountyC AC 2 10 1224EB AC Dec 19980.84Projects spanning M0 to M1A BR UnknownEhrenberg Colorado RiverC MD Concrete Curbed Barrier 0.09C CG Curb to Left and Right 0.09C MD+0.09 Concrete Median Barrier 0.750.10C MBH 2 1 124FR Unk+0.15 Two Way Frontage Rd Right 0.570.16C Unk 1 2 812TI Unk+0.51 (EB) Poston Rd (off) Dec 19980.200.53A UP 16'-08"+0.70 Exit #1 at Poston Rd Dec 19980.72A Unk 2 24TI Unk(NB/SB) Poston Rd Crossing 0.45C Unk 1 2 812TI Unk(EB) Poston Rd (on) Dec 19980.21C BST 2 1 124FR UnkTwo Way Frontage Rd Right 0.69C AC 2 4 1024EB AC+0.84 Dec 19980.92Projects spanning M0 to M10.85C MD Variable Median Barrier 0.79C MDM001 +0.68 Variable Soil Median 9.691.64C AC 2 4 1024EB AC+0.81 05 Aug 20041.35Projects spanning M1 to M21.77C XM002 +0.70 WIM Unit (right lane)2.72C AC 2 4 1030EB ACM003 +0.09 05 Aug 20040.03Projects spanning M3 to M43.11C 0.5 6AL (EB) Auxiliary Lane 05 Aug 20040.03C AC 2 4 1036EB AC+0.12 05 Aug 20040.06Projects spanning M3 to M43.14C 1 12AL (EB) Auxiliary Lane 05 Aug 20040.06C AC 2 4 1024EB AC+0.18 05 Aug 20040.71Projects spanning M3 to M43.20C AC ?IS AC(EB) Weigh Station (off) 05 Aug 20040.40C AC ?IS AC+0.58 (EB) Weigh Station (straight) 05 Aug 20040.093.60C AC ?IS AC+0.67 (EB) Weigh Station (on) 05 Aug 20040.223.69C AC 1 12IS AC(EB) Weigh Station (loop) 05 Aug 20040.27C AC 2 4 1036EB AC+0.89 05 Aug 20040.15Projects spanning M3 to M43.91C 1 12AL (EB) Auxiliary Lane 05 Aug 20040.15C AC 2 4 1030EB ACM004 +0.04 05 Aug 20040.14Projects spanning M4 to M54.06C 0.5 6AL (EB) Auxiliary Lane 05 Aug 20040.14C AC 2 4 1024EB AC+0.17 05 Aug 20040.25Projects spanning M4 to M54.19C AC 2 4 1030EB AC+0.42 05 Aug 20040.044.44C 0.5 6AL (EB) Auxiliary Lane 05 Aug 20040.04C AC 2 4 1036EB AC+0.46 05 Aug 20040.06Projects spanning M4 to M54.48C 1 12AL (EB) Auxiliary Lane 05 Aug 20040.06C AC 2 4 1024EB AC+0.52 05 Aug 20040.35Projects spanning M4 to M54.54



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C AC 1 2 812RA ACM004 +0.52 (EB) Ehrenberg Rest Area (off) 05 Aug 20040.134.54C AC 2 24RA AC+0.64 (EB) Ehrenberg Rest Area 05 Aug 20040.094.66C AC 1 2 812RA AC+0.73 (EB) Ehrenberg Rest Area (on) 05 Aug 20040.134.75C AC 2 4 1036EB AC+0.86 05 Aug 20040.08Projects spanning M4 to M54.88C 1 12AL (EB) Auxiliary Lane 05 Aug 20040.08C AC 2 4 1030EB AC+0.94 05 Aug 20040.17Projects spanning M4 to M54.96C 0.5 6AL (EB) Auxiliary Lane 05 Aug 20040.17C AC 2 4 1024EB ACM005 +0.11 05 Aug 20040.47Projects spanning M5 to M65.13C AC 2 4 1030EB AC+0.58 05 Aug 20040.055.60C 0.5 6AL (EB) Auxiliary Lane 05 Aug 20040.05C AC 2 4 1036EB AC+0.63 05 Aug 20040.06Projects spanning M5 to M65.65C 1 12AL (EB) Auxiliary Lane 05 Aug 20040.06C AC 2 4 1024EB AC+0.69 05 Aug 20040.29Projects spanning M5 to M65.71C AC 1 2 812TI AC(EB) Tom Wells (off) 05 Aug 20040.16C Unk 2 24FR Unk+0.74 Frontage Rd Right 0.035.76C AC 2 1 124FR ACTwo Way Frontage Rd Right 05 Aug 20040.13A AC 2 24TI AC+0.85 (NB/SB) Tom Wells Crossing 05 Aug 20040.085.87C AC 1 2 812TI AC(EB) Tom Wells (on) 05 Aug 20040.13A UP 16'-02"Exit #5 at Tom Wells Rd 1963C AC 2 4 1036EB AC+0.98 05 Aug 20040.04Projects spanning M5 to M66.00C 1 12AL (EB) Auxiliary Lane 05 Aug 20040.04C AC 2 4 1030EB AC+1.02 05 Aug 20040.15Projects spanning M5 to M66.04C 0.5 6AL (EB) Auxiliary Lane 05 Aug 20040.15C AC 2 4 1024EB ACM006 +0.12 05 Aug 20045.47Projects spanning M6 to M76.19C MDM011 +0.31 76 ft Soil Median 12.6811.33C AC 2 3 924EB AC+0.64 19990.08Projects spanning M11 to M1211.66C AC 2 3 930EB AC+0.72 19990.0711.74C 0.5 6AL (EB) Auxiliary Lane 05 Aug 20040.07C AC 2 3 936EB AC+0.79 19990.07Projects spanning M11 to M1211.81C 1 12AL (EB) Auxiliary Lane 05 Aug 20040.07C AC 2 3 924EB AC+0.86 19990.23Projects spanning M11 to M1211.88C Unk 1 2 212TI Unk(EB) Dome Rock (off) 19990.11C MBH 2 1 124FR Unk+0.97 One Way Frontage Rd EB 0.1611.99C OP 89 ft Concrete(EB) Exit #11 at Dome Rock Rd 1999A Unk 2 24TI Unk(NB/SB) Dome Rock Crossing 0.05C Unk 1 2 212TI UnkM012 +0.02 (EB) Dome Rock (on) 19990.0812.04C AC 2 3 936EB AC+0.10 19990.04Projects spanning M12 to M1312.12C 1 12AL (EB) Auxiliary Lane 05 Aug 20040.04C AC 2 3 930EB AC+0.14 19990.12Projects spanning M12 to M1312.16



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C 0.5 6ALM012 +0.14 (EB) Auxiliary Lane 05 Aug 20040.1212.16C AC 2 3 924EB AC+0.26 199911.74Projects spanning M12 to M1312.27A J+0.41 Median Cross-Over -- [U]12.42C VMSM015 +0.60 (EB) Variable Message Sign #305 (Operational) 200215.63C JB+0.87 WCL Quartzsite15.90A JM016 +0.59 Median Cross-Over -- [U]16.61C MBH 2 1 124FR Unk+0.93 Two Way Frontage Rd Right 0.6216.95C Unk 1 2 214TI UnkM017 +0.34 (EB) Exit # 17 (off) 19990.1617.38C MBH 2 1 124FR Unk+0.50 Two Way Frontage Rd Right 0.8617.53A UP ??'-??"Exit #17 at SB010(1) 199917.54C Unk 1 2 214TI Unk(EB) Exit # 17 (on) 19990.22A UP 16'-07"M018 +0.10 Pedestrian OP 196418.13A J+0.21 Median Cross-Over -- [U]18.25C BR 410 ft Concrete+0.53 (EB) Tyson Wash 196418.56A UP 16'-04"+0.89 U 095 196418.93A J Median Cross-Over -- [U]C Unk 1 2 812TI UnkM019 +0.64 (EB) Exit # 19 (off) 20020.2719.67C MBH 2 1 124FR Unk+0.91 Two Way Frontage Rd Right 0.5819.94C Unk 1 2 812TI Unk(EB) Exit # 19 (on) 20020.27A UP ??'-??"Exit #19 at SB010(1) Feb 2002A JM020 +0.75 Median Cross-Over -- [U]20.78C JBM021 +0.93 ECL Quartzsite Elev 87021.97A JM022 +0.81 Median Cross-Over -- [U]22.83C AC 2 4 1024EB ACM023 +0.98 19955.85Projects spanning M23 to M2424.01C MD Variable Soil Median 5.85C Unk 1 2 312TI UnkM026 +0.43 (EB) Gold Nugget (off) 630.2226.47A Unk 2 24TI Unk+0.64 (NB/SB) Gold Nugget Crossing 0.0626.68C Unk 1 2 312TI Unk(EB) Gold Nugget (on) 630.12A UP 16'-10"Exit #26 at Old Hwy 60 & Gold Nugget Rd 1963C AC 2 4 1024EB ACM029 +0.84 199611.92Projects spanning M29 to M3029.86C MD 168 ft Soil Median 12.08C Unk 1 4 812TI UnkM030 +0.69 (EB) U 060 (off) 670.2230.70C Unk 1 4 812TI Unk+0.90 (EB) U 060 (on) 670.1130.90A UP 17'-10"M031 +0.17 Exit #31 at U 060 196731.18A UP 16'-03"M033 +0.80 Ramsey Mine Rd 196733.82C BR 164 ft ConcreteM037 +0.12 (EB) Unknown Wash 196737.13C BR 111 ft ConcreteM039 +0.34 (EB) New Water Mountain Rd 196739.36C AC 2 4 1024EB ACM041 +0.76 19960.16Projects spanning M41 to M4241.78C AC 2 4 1024EB AC+0.92 199317.2341.94



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C MDM041 +0.92 68 ft Soil Median 17.2341.94C Unk 1 2 812TI UnkM045 +0.14 (EB) Vicksburg Rd (off) 670.2945.16A UP 16'-01"+0.36 Exit #45 at Vicksburg Rd 196745.38A Unk 2 24TI Unk(NB/SB) Vicksburg Rd Crossing 0.31C Unk 1 2 812TI Unk+0.39 (EB) Vicksburg Rd (on) 670.2645.41C VMSM049 +0.40 (EB) Variable Message Sign #411 (Operational) 200249.42C Unk 1 2 812RA UnkM052 +0.26 (EB) Bouse Wash Rest Area (off) 0.0852.27C Unk 1 2 812RA Unk+0.34 (EB) Bouse Wash Rest Area 0.2952.36C Unk 1 2 812RA Unk+0.58 (EB) Bouse Wash Rest Area (on) 0.1252.59C Unk 1 2 812TI UnkM053 +0.69 (EB) Hovatter Rd (off) 700.3053.72A UP 16'-03"+0.96 Exit #53 at Hovatter Rd 197053.98A Unk 2 24TI Unk(NB/SB) Hovatter Rd Crossing 0.30C Unk 1 2 812TI Unk(EB) Hovatter Rd (on) 700.31C Unk 2 0 024FR UnkTwo Way Frontage Rd Right 0.30C AC 2 4 1024EB ACM059 +0.15 199411.58Projects spanning M59 to M6059.17C MD 168 ft Soil Median 11.58A UP 17'-01"+0.47 Sore Finger Rd 196859.49C Unk 1 2 812TI UnkM069 +0.44 (EB) Ave 75E (off) 680.2969.46A Unk 2 24TI Unk+0.67 (NB/SB) Ave 75E Crossing 0.3069.69A UP 16'-07"Exit #69 at Ave 75E 1968C Unk 1 2 812TI Unk+0.69 (EB) Ave 75E (on) 680.2769.71C MBH 2 4 1024EB ACM070 +0.72 720.02Projects spanning M70 to M7170.75C MD Variable Soil Median 9.27C MBH 2 4 1024EB AC+0.74 919.24Projects spanning M70 to M7170.77C JB+0.75 Maricopa County70.78A UP 17'-05"M072 +0.71 Aguila Rd 196772.74C MBH 2 4 1024EB ACM079 +0.98 890.01Projects spanning M79 to M8080.01C AC 2 3.5 9.525EB ACM080 +0.00 16 Jun 20050.86Projects spanning M80 to M8180.02C MD 168 ft Soil Median 10.00C BR 125 ft Concrete+0.82 (EB) RCB80.84C AC 2 3.5 9.531EB AC+0.86 16 Jun 20050.04Projects spanning M80 to M8180.88C 0.5 6AL (EB) Auxiliary Lane 16 Jun 20050.04C Unk 2 24FR Unk+0.88 Frontage Rd Right 0.4680.90C AC 2 3.5 9.537EB AC+0.89 16 Jun 20050.06Projects spanning M80 to M8180.91C 1 12AL (EB) Auxiliary Lane 16 Jun 20050.06C AC 2 3.5 9.525EB AC+0.95 16 Jun 20050.60Projects spanning M80 to M8180.97C AC 1 2 812TI AC(EB) Salome Rd (off) 16 Jun 20050.38A UP 16'-03"M081 +0.23 Exit #81 Salome Hwy 196981.24A Unk 2 24TI Unk(NB/SB) Salome Rd Crossing 0.04



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Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

A AC 2 0 028TI ACM081 +0.23 (NB/SB) Salome Rd Crossing 16 Jun 20050.3381.24A Unk 2 24TI Unk(NB/SB) Salome Rd Crossing 0.02C AC 1 2 812TI AC+0.30 (EB) Salome Rd (on) 16 Jun 20050.2881.31C Unk 1 4RA AC+0.32 (EB) Salome TI Ramp Truck Parking Area 16 Jun 20050.2481.33C AC 2 3.5 9.537EB AC+0.56 16 Jun 20050.12Projects spanning M81 to M8281.57C 1 12AL (EB) Auxiliary Lane 16 Jun 20050.12C BR 37 ft Concrete+0.65 (EB) RCB81.66C AC 2 3.5 9.531EB AC+0.68 16 Jun 20050.14Projects spanning M81 to M8281.69C 0.5 6AL (EB) Auxiliary Lane 16 Jun 20050.14C BR 37 ft Concrete+0.70 (EB) RCB81.71C BR 37 ft Concrete+0.76 (EB) RCB81.77C AC 2 3.5 9.525EB AC+0.82 16 Jun 20054.16Projects spanning M81 to M8281.83C BR 32 ft Concrete+0.99 (EB) RCB82.00C BR 32 ft ConcreteM082 +0.06 (EB) RCB82.10C BR 32 ft Concrete+0.16 (EB) RCB82.21C BR 32 ft Concrete+0.27 (EB) RCB82.31C BR 21 ft Concrete+0.52 (EB) RCB82.56C BR 24 ft Concrete+0.71 (EB) RCB82.75C BR 32 ft ConcreteM083 +0.22 (EB) RCB83.26C BR 32 ft ConcreteM084 +0.38 (EB) RCB84.40C BR 32 ft Concrete+0.44 (EB) RCB84.46C BR 24 ft ConcreteM085 +0.48 (EB) RCB85.49C AC 2 3.5 9.531EB AC+0.97 16 Jun 20050.04Projects spanning M85 to M8685.99C 0.5 6AL (EB) Auxiliary Lane 16 Jun 20050.04C AC 2 3.5 9.537EB ACM086 +0.00 16 Jun 20050.09Projects spanning M86 to M8786.03C 1 12AL (EB) Auxiliary Lane 16 Jun 20050.09C AC 2 3.5 9.525EB AC+0.09 16 Jun 20050.43Projects spanning M86 to M8786.12C Unk 1 2 812RA Unk(EB) Burnt Well Rest Area (off) 0.16C Unk 1 2 812RA Unk+0.25 (EB) Burnt Well Rest Area 0.1386.27C Unk 1 2 812RA Unk+0.38 (EB) Burnt Well Rest Area (on) 0.1486.40C AC 2 3.5 9.537EB AC+0.52 16 Jun 20050.14Projects spanning M86 to M8786.55C 1 12AL (EB) Auxiliary Lane 16 Jun 20050.14C AC 2 3.5 9.531EB AC+0.66 16 Jun 20050.12Projects spanning M86 to M8786.69C 0.5 6AL (EB) Auxiliary Lane 16 Jun 20050.12C AC 2 3.5 9.525EB AC+0.78 16 Jun 20053.21Projects spanning M86 to M8786.81C BR 74 ft Concrete+0.80 (EB) RCB86.83C BR 64 ft ConcreteM087 +0.08 (EB) RCB87.10C BR 24 ft ConcreteM088 +0.07 (EB) RCB88.12C BR 72 ft ConcreteM089 +0.23 (EB) RCB89.26



SurfaceType

ShoulderType

SurfaceWidth

ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

C BR 21 ft ConcreteM089 +0.44 (EB) RCB89.47C BR 37 ft Concrete+0.58 (EB) RCB89.62C AC 2 4 1024EB AC+0.98 19940.99Projects spanning M89 to M9090.02C MD 76 ft Soil Median 0.99C AC 2 4 1024EB ACM091 +0.00 923.72Projects spanning M91 to M9291.01C MD Variable Soil Median 21.33C Unk 1 2 812TI UnkM093 +0.93 (EB) 411th Ave (off) 710.3093.95C VMSM094 +0.00 (EB) Variable Message Sign #7 (Proposed)94.01A Unk 2 24TI Unk+0.17 (NB/SB) 411th Ave Crossing 0.3194.18A UP 16'-10"Exit #94 at 411th Ave (Tonopah) 1971C Unk 1 2 812TI Unk+0.20 (EB) 411th Ave (on) 710.3094.22C AC 2 4 1024EB AC+0.72 199417.61Projects spanning M94 to M9594.73A UP 17'-00"M096 +0.22 Belmont Rd 197196.25C BR 107 ft Concrete+0.53 (EB) Coyote Wash 197196.55C Unk 1 2 812TI UnkM097 +0.90 (EB) Wintersburg (off) 710.4597.93A UP 17'-02"M098 +0.29 Exit #98 at Wintersburg Rd 197198.32A Unk 2 24TI Unk(NB/SB) Wintersburg Crossing 0.29C Unk 1 2 812TI Unk+0.33 (EB) Wintersburg (on) 710.3598.35A UP 16'-10"M101 +0.40 355th Ave 1975101.42C Unk 1 2 812TI UnkM103 +0.18 (EB) 339th Ave (off) 740.28103.20A Unk 2 24TI Unk+0.45 (NB/SB) 339th Ave Crossing 0.11103.47A UP 17'-05"Exit #103 at 339th Ave 1974C Unk 1 2 812TI Unk+0.46 (EB) 339th Ave (on) 740.22103.48C BR 1180 ft ConcreteM104 +0.61 (EB) Hassayampa River 1974104.63C JBM105 +0.52 WCL Buckeye105.54A UP 16'-08"M107 +0.60 Johnson Rd 1975107.62C Unk 1 2 812TI UnkM109 +0.44 (EB) Palo Verde Rd (off) 750.26109.46A UP 16'-10"+0.68 Exit #109 Palo Verde Rd 1975109.70A Unk 2 24TI Unk(NB/SB) Palo Verde Rd Crossing 0.13C Unk 1 2 812TI Unk+0.69 (EB) Palo Verde Rd (on) 750.23109.72C AC 2 4 1024EB ACM112 +0.30 19950.87Projects spanning M112 to M113112.34C MD 76 ft Soil Median 17.39C UB+0.37 WUB Buckeye112.41C Unk 1 6 1012TI Unk+0.45 (EB) I 010 to S 085(2) Ramp (off) 750.47112.49A UP 17'-05"+0.73 Under I 010 WB to S 085(2) SB Flyover ramp 1976112.77C Unk 1 2 812TI Unk+0.83 (EB) S 085(2) to I 010 Ramp (on) 750.46112.87C Unk 2 24FR UnkFrontage Rd Right 0.44A UP 17'-06"+0.91 Under S 085(2) NB to I 010 WB Flyover ramp 1976112.95C AC 2 4 1036EB ACM113 +0.19 19950.17Projects spanning M113 to M114113.21



SurfaceType

ShoulderType

SurfaceWidth

ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

C 1 12ALM113 +0.19 (EB) Auxiliary Lane 0.17113.21C AC 2 4 1030EB AC+0.37 19950.12Projects spanning M113 to M114113.39C 0.5 6AL (EB) Auxiliary Lane 0.12C AC 2 4 1024EB AC+0.49 19950.99Projects spanning M113 to M114113.51C AC 2 4 1030EB ACM114 +0.48 19950.04Projects spanning M114 to M115114.51C 0.5 6AL (EB) Auxiliary Lane 0.04C AC 2 4 1036EB AC+0.53 19950.04Projects spanning M114 to M115114.55C 1 12AL (EB) Auxiliary Lane 0.04C AC 2 4 1024EB AC+0.57 19950.51Projects spanning M114 to M115114.59C AC 1 2 812TI AC(EB) Miller Rd (off) 750.28C MBH 2 1 124FR Unk+0.58 Two Way Frontage Rd Right 0.26114.60C MBH 2 2 224FR Unk+0.83 Two Way Frontage Rd Right 0.60114.85C AC 1 2 812TI AC+0.84 (EB) Miller Rd (on) 750.24114.87C OP 161 ft Concrete+0.86 (EB) Exit #114 at Miller Rd 1975114.88A AC 2 8 824TI AC(NB/SB) Miller Rd Crossing 30 Jun 20050.14A AC 2 8 824TI AC(NB/SB) Miller Rd Crossing 30 Jun 20050.03A AC 2 8 824TI AC(NB/SB) Miller Rd Crossing 30 Jun 20050.08C AC 2 4 1036EB ACM115 +0.08 19950.14Projects spanning M115 to M116115.10C 1 12AL (EB) Auxiliary Lane 0.14C AC 2 4 1030EB AC+0.23 19950.13Projects spanning M115 to M116115.25C 0.5 6AL (EB) Auxiliary Lane 0.13C AC 2 4 1024EB AC+0.36 19951.17Projects spanning M115 to M116115.38C AC 2 4 930EB ACM116 +0.55 14 Jan 20030.06Projects spanning M116 to M117116.55C 0.5 6AL (EB) Auxiliary Lane 30 Jun 20050.06C AC 2 4 836EB AC+0.60 14 Jan 20030.19Projects spanning M116 to M117116.61C 1 12AL (EB) Auxiliary Lane 30 Jun 20050.19C AC 2 4 1224EB AC+0.80 14 Jan 20030.49Projects spanning M116 to M117116.80C AC 2 2 224TI AC(EB) Watson Rd (off) 30 Jun 20050.11C AC 3 2 236TI AC+0.91 (EB) Watson Rd (off) 30 Jun 20050.04116.91C PCC 3 2 236TI PCC+0.95 (EB) Watson Rd (off) 30 Jun 20050.04116.95C PCC 2 2 224TI PCC+1.00 (EB) Watson Rd (on) 30 Jun 20050.01117.01A PCC 2 24TI PCCM117 +0.00 (NB/SB) Watson Rd Crossing 0.19C OP 142 ft Concrete(EB) Exit #117 Watson Rd 1975C AC 2 2 224TI AC+0.01 (EB) Watson Rd (on) 30 Jun 20050.28117.02C AC 2 4 1024EB AC+0.28 14 Jan 20030.01Projects spanning M117 to M118117.29C AC 2 4 1036EB AC 14 Jan 20030.23117.30C 1 12AL (EB) Auxiliary Lane 30 Jun 20050.23C AC 2 4 1030EB AC+0.51 14 Jan 20030.06Projects spanning M117 to M118117.53C 0.5 6AL (EB) Auxiliary Lane 30 Jun 20050.06



SurfaceType

ShoulderType

SurfaceWidth

ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

C AC 2 4 1024EB ACM117 +0.57 19952.14Projects spanning M117 to M118117.59C UBM118 +0.64 EUB Buckeye / WUB Goodyear-North118.66C AC 2 4 924EB ACM119 +0.71 19950.04Projects spanning M119 to M120119.72C AC 2 4 924EB AC+0.75 30 Jun 20030.02119.76C AC 2 4 930EB AC+0.76 30 Jun 20030.02119.78C 0.5 6AL (EB) Auxiliary Lane 0.03C AC 2 4 830EB AC+0.78 30 Jun 20030.01Projects spanning M119 to M120119.80C AC 2 4 836EB AC+0.79 30 Jun 20030.18119.81C 1 12AL (EB) Auxiliary Lane 0.19C AC 2 4 1036EB AC+0.97 30 Jun 20030.01Projects spanning M119 to M120119.99C AC 1 2 812TI AC+0.98 (EB) Verrado Way (off) 30 Jun 20030.14120.00C AC 2 4 1024EB AC 30 Jun 20030.51Projects spanning M119 to M120C PCC 1 2 812TI PCCM120 +0.12 (EB) Verrado Way (off) 30 Jun 20030.09120.14C PCC 2 2 224TI PCC+0.21 (EB) Verrado Way (on) 30 Jun 20030.03120.23C UP ??'-??"+0.23 (EB) Exit #120 at Verrado Way 30 Jun 2003120.24A PCC 2 24TI PCC(NB/SB) Verrado Way Crossing 0.27C AC 2 2 224TI AC+0.25 (EB) Verrado Way (on) 30 Jun 20030.25120.26C AC 2 4 836EB AC+0.49 30 Jun 20030.13Projects spanning M120 to M121120.51C 1 12AL (EB) Auxiliary Lane 0.13C AC 2 4 936EB AC+0.62 30 Jun 20030.01Projects spanning M120 to M121120.63C AC 2 4 930EB AC+0.63 30 Jun 20030.12120.64C 0.5 6AL (EB) Auxiliary Lane 0.12C AC 2 4 1024EB AC+0.74 19951.55Projects spanning M120 to M121120.76C Unk 1 2 812TI UnkM121 +0.42 (EB) Jackrabbit Trail (off) 750.27121.45C OP 177 ft Concrete+0.70 (EB) Exit #121 Jackrabbit Trail 1975121.72A Unk 2 24TI Unk(NB/SB) Jackrabbit Trial Crossing 0.09C Unk 1 2 812TI Unk(EB) Jackrabbit Trail (on) 750.32C AC 2 4 1024EB ACM122 +0.29 19937.42Projects spanning M122 to M123122.31C JB+0.70 WCL Goodyear122.72C OP 129 ft Concrete(EB) Perryville Rd 1978C OP 129 ft ConcreteM123 (EB) Citrus Rd 1978123.72C Unk 1 2 812TI UnkM124 +0.46 (EB) Cotton Lane (off) 780.25124.48C UB+0.66 EUB Goodyear-North / WUB Avondale124.68C OP 153 ft Concrete+0.71 (EB) Exit #124 at S 303 & Cotton Ln 1978124.73C Unk 1 2 812TI Unk(EB) Cotton Lane (on) 780.24C BR 282 ft ConcreteM125 +0.24 (EB) Roosevelt Irrigation District Canal 1978125.26C OP 129 ft Concrete+0.70 (EB) Sarival Ave 1978125.73C Unk 1 2 812TI UnkM126 +0.33 (EB) Estrella Pkwy (off) 780.36126.35C OP 153 ft Concrete+0.69 (EB) Exit #126 Pebble Creek & Estrella Pkwys 1978126.71



SurfaceType

ShoulderType

SurfaceWidth

ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

A Unk 2 24TI UnkM126 +0.69 (NB/SB) Estrella Pkwy Crossing 0.09126.71C Unk 1 2 812TI Unk(EB) Estrella Pkwy (on) 780.22C BR 202 ft ConcreteM127 +0.15 (EB) Airport Wash 1978127.17C OP 141 ft Concrete+0.69 (EB) Bullard Ave 1978127.71C OP 137 ft ConcreteM128 +0.42 (EB) Union Pacific RR (Inactive) 1978128.44C Unk 1 6 1212TI Unk+0.46 (EB) Litchfield Rd (off) 780.25128.47C OP 163 ft Concrete+0.70 (EB) Exit #128 at Litchfield Rd (Goodyear) 1978128.72A Unk 2 24TI Unk(NB/SB) Litchfield Rd Crossing 0.15C Unk 1 6 1212TI Unk(EB) Litchfield Rd (on) 780.16C Unk 1 2 812TI UnkM129 +0.47 (EB) Dysart Rd (off) 780.23129.49C JB+0.69 WCL Avondale129.71A Unk 2 24TI Unk(NB/SB) Dysart Rd Crossing 0.10C Unk 1 2 812TI Unk(EB) Dysart Rd (on) 780.21C OP 163 ft Concrete(EB) Exit #129 at 8th St & Dysart Rd 1978C PCC 2 4 1024EB PCC+0.71 840.27Projects spanning M129 to M130129.73C MD Variable Soil Median 2.42C PCC 3 8 1036EB PCC+0.98 841.91Projects spanning M129 to M130130.00C BR 1502 ft ConcreteM130 +0.13 (EB) Agua Fria River 1984130.14C Unk 2 4 1024TI UnkM131 +0.45 (EB) 115th Ave (off) 840.24131.46C Unk 2 4 1024TI Unk+0.69 (EB) 115th Ave (on) 840.21131.70C OP 153 ft Concrete(EB) Exit #131 at 115th Ave 1984131.71A Unk 2 24TI Unk(NB/SB) 115th Ave Crossing 0.10C PCC 4 8 1048EB PCC+0.89 840.21Projects spanning M131 to M132131.91C PCC 4 8 1048EB PCCM132 +0.11 04 Oct 20000.03Projects spanning M132 to M133132.12C PCC 4 8 2248EB PCC+0.14 04 Oct 20000.19132.15C MD 76 ft Soil Median 0.56C PCC 4 8 2254EB PCC+0.34 04 Oct 20000.03Projects spanning M132 to M133132.35C 0.5 6AL (EB) Auxiliary Lane 0.03C PCC 4 8 2260EB PCC+0.36 04 Oct 20000.08Projects spanning M132 to M133132.37C 1 12AL (EB) Auxiliary Lane 0.08C PCC 4 8 2248EB PCC+0.45 04 Oct 20000.26Projects spanning M132 to M133132.46C PCC 1 2 812TI PCC(EB) 107th Ave (off) 04 Oct 20000.11C PCC 2 2 824TI PCC+0.55 (EB) 107th Ave (off) 04 Oct 20000.08132.56C PCC 3 2 836TI PCC+0.63 (EB) 107th Ave (off) 04 Oct 20000.04132.64A PCC 4 48TI PCC+0.68 (NB/SB) 107th Ave Crossing 0.13132.69C OP 153 ft Concrete(EB) Exit #132 OP at 107th Ave 1994C Unk 2 24FR Unk+0.69 One Way Frontage Rd Right 0.99132.70C PCC 4 8 1048EB PCC+0.70 04 Oct 20000.07Projects spanning M132 to M133132.71C MD Variable Soil Median 6.44



SurfaceType

ShoulderType

SurfaceWidth

ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

C PCC 4 8 1054EB PCCM132 +0.77 04 Oct 20000.03Projects spanning M132 to M133132.78C 0.5 6AL (EB) Auxiliary Lane 0.03C PCC 4 8 1060EB PCC+0.80 04 Oct 20000.08Projects spanning M132 to M133132.81C 1 12AL (EB) Auxiliary Lane 0.08C PCC 4 8 1048EB PCC+0.88 04 Oct 20000.30Projects spanning M132 to M133132.89C PCC 1 2 812TI PCC(EB) 99th Ave (off) 04 Oct 20000.08C PCC 4 8 1048EB PCCM133 +0.14 04 Oct 20000.25Projects spanning M133 to M134133.19C PCC 3 8 1036EB PCC+0.39 04 Oct 20000.29133.44C JB+0.63 WCL Tolleson133.69A PCC 6 72TI PCC+0.64 (NB/SB) 99th Ave Crossing 0.16C OP 153 ft Concrete(EB) Exit #133 at 99th Ave 1984C PCC 2 10 424TI PCC+0.65 (EB) 99th Ave (on) 04 Oct 20000.21133.70C UB WUB PhoenixC PCC 3.5 8 1042EB PCC+0.68 04 Oct 20000.09Projects spanning M133 to M134133.73C PCC 1 10 424TI PCC+0.76 (EB) 91st Ave (off) 840.72133.81C PCC 4 8 1048EB PCC+0.78 04 Oct 20000.20Projects spanning M133 to M134133.83A UP ??'-??"+0.80 S 101 E-N133.85C PCC 1.5 10 418TI PCC+0.86 (EB) 99th Ave (on) 04 Oct 20000.12133.91A UP ??'-??"+0.92 S 101 S-W133.98C PCC 4 8 1060EB PCCM134 +0.01 04 Oct 20000.22Projects spanning M134 to M135134.03C 1 12AL (EB) Auxiliary Lane 0.22C PCC 4 8 1054EB PCC+0.23 04 Oct 20000.09Projects spanning M134 to M135134.25C 0.5 6AL (EB) Auxiliary Lane 0.30C PCC 6 8 1078EB PCC+0.32 04 Oct 20000.21Projects spanning M134 to M135134.34C TI (EB) S 101 (on)C PCC 2 10 424TI PCC+0.51 (EB) 91st Ave (off) 840.09134.53C PCC 6 8 1072EB PCC+0.53 04 Oct 20000.29Projects spanning M134 to M135134.55C PCC 3 10 436TI PCC+0.60 (EB) 91st Ave (off) 840.07134.62A UP 16'-08"+0.68 Exit #134 at 91st Ave 1984134.69A PCC 4 48TI PCC(NB/SB) 91st Ave Crossing 0.14C PCC 2 4 1024TI PCC(EB) 91st Ave (on) 04 Oct 20000.18134.70C PCC 6 8 1072EB PCC+0.82 06 Dec 20030.02Projects spanning M134 to M135134.84C PCC 6 10 1072EB PCC+0.84 06 Dec 20030.05134.86C PCC 1.5 4 1018TI PCC+0.86 (EB) 91st Ave (on) 04 Oct 20000.04134.88C PCC 6 10 1084EB PCC+0.90 06 Dec 20030.49Projects spanning M134 to M135134.91C 1 12AL (EB) Auxiliary Lane 0.49C PCC 6 10 1072EB PCCM135 +0.39 06 Dec 20030.54Projects spanning M135 to M136135.40C PCC 1 4 1024TI PCC(EB) 83rd Ave (off) 840.07135.41C PCC 2 4 1024TI PCC+0.46 (EB) 83rd Ave (off) 840.07135.47



SurfaceType

ShoulderType

SurfaceWidth

ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

C CGM135 +0.49 Curb and Gutter to Right 1.15135.50C PCC 3 4 1036TI PCC+0.52 (EB) 83rd Ave (off) 840.12135.54A UP 16'-03"+0.66 Exit #135 at 83rd Ave 1984135.68A PCC 4 48TI PCC(NB/SB) 83rd Ave Crossing 0.15C JB+0.67 WCL PhoenixC PCC 2 4 1024TI PCC(EB) 83rd Ave (on) 06 Dec 20030.13C PCC 1.5 4 1018TI PCC+0.80 (EB) 83rd Ave (on) 06 Dec 20030.13135.81C PCC 6 10 1084EB PCC+0.92 06 Dec 20030.49Projects spanning M135 to M136135.94C 1 12AL (EB) Auxiliary Lane 06 Dec 20030.49A UP 16'-04"M136 +0.16 Exit #136A at 79th Ave WB - HOV only 1989136.18C PCC 1 2 224TI PCC+0.17 (EB) 79th Ave (on) at inside lanes 06 Dec 20030.29C PCC 6 10 1072EB PCC+0.41 06 Dec 20030.05Projects spanning M136 to M137136.43C PCC 2 4 1024TI PCC(EB) 75th Ave (off) 840.13C PCC 6 10 1084EB PCC+0.45 06 Dec 20030.07Projects spanning M136 to M137136.47C 1 12AL (EB) Auxiliary Lane 0.14C PCC 5.5 10 1078EB PCC+0.53 06 Dec 20030.07Projects spanning M136 to M137136.54C PCC 2.5 4 1030TI PCC(EB) 75th Ave (off) 840.08136.55C PCC 5.5 10 1072EB PCC+0.59 06 Dec 20030.03Projects spanning M136 to M137136.61C 0.5 6AL (EB) Auxiliary Lane 0.09C PCC 3 4 1036TI PCC+0.61 (EB) 75th Ave (off) 840.05136.63C PCC 5 10 1066EB PCC+0.62 06 Dec 20030.06Projects spanning M136 to M137136.64C CG+0.67 Curb and Gutter to Left 2.17136.69C PCC 5 10 1060EB PCC+0.68 06 Dec 20030.27Projects spanning M136 to M137136.70A UP 16'-05"Exit #136B at 75th Ave 1984A PCC 4 48TI PCC(NB/SB) 75th Ave Crossing 0.15C PCC 2 4 1024TI PCC+0.69 (EB) 75th Ave (on) 06 Dec 20030.21C PCC 1.5 4 1018TI PCC+0.90 (EB) 75th Ave (on) 06 Dec 20030.06136.92C PCC 5 10 1072EB PCC+0.96 06 Dec 20030.43Projects spanning M136 to M137136.97C 1 12AL (EB) Auxiliary Lane 06 Dec 20030.46C PCC 5 10 1072EB AC/PCCM137 +0.39 06 Dec 20030.02Projects spanning M137 to M138137.41C PCC 1 4 1024TI PCC+0.41 (EB) 67th Ave (off) 840.08137.43C PCC 5 10 1060EB AC/PCC+0.42 01 May 20050.02Projects spanning M137 to M138C AC/PCC 5 10 1060EB AC/PCC+0.43 01 May 20050.52137.45C PCC 2 4 1024TI PCC+0.49 (EB) 67th Ave (off) 840.12137.51C PCC 3 4 1036TI PCC+0.61 (EB) 67th Ave (off) 840.05137.62A PCC 4 48TI PCC+0.67 (NB/SB) 67th Ave Crossing 0.15137.69A UP 16'-03"Exit #137 at 67th Ave 1984C VMS (EB) Variable Message Sign #201 (Existing)C PCC 2 4 1024TI PCC+0.68 (EB) 67th Ave (on) 06 Dec 20030.23137.70



SurfaceType

ShoulderType

SurfaceWidth

ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

C PCC 1.5 4 1018TI PCCM137 +0.91 (EB) 67th Ave (on) 06 Dec 20030.05137.92C AC/PCC 5 10 1072EB AC/PCC+0.96 01 May 20050.42Projects spanning M137 to M138137.97C 1 12AL (EB) Auxiliary Lane 06 Dec 20030.42A UP 16'-07"M138 +0.15 63rd Ave 1984138.16C AC/PCC 5 10 1060EB AC/PCC+0.38 01 May 20050.28Projects spanning M138 to M139138.40C PCC 1 4 1024TI PCC(EB) 59th Ave (off) 840.05C PCC 2 4 1024TI PCC+0.43 (EB) 59th Ave (off) 840.15138.45C PCC 3 4 1036TI PCC+0.59 (EB) 59th Ave (off) 840.05138.60A PCC 4 48TI PCC+0.65 (NB/SB) 59th Ave Crossing 0.13138.67C AC/PCC 5 8 1060EB AC/PCC 01 May 20050.26Projects spanning M138 to M139A UP 16'-04"Exit #138 at 59th Ave 1984C PCC 2 4 1024TI PCC+0.66 (EB) 59th Ave (on) 840.14138.68C PCC 1.5 4 1018TI PCC+0.80 (EB) 59th Ave (on) 840.03138.82C PCC 1 4 1012TI PCC+0.84 (EB) 59th Ave (on) 840.08138.85C AC/PCC 5 8 1071EB AC/PCC+0.92 01 May 20050.48Projects spanning M138 to M139138.93C 1 11AL (EB) Auxiliary Lane 25 Sep 20000.48C MDM139 +0.14 50 ft Soil Median 2.55139.15C AC/PCC 5 8 1060EB AC/PCC+0.40 01 May 20050.48Projects spanning M139 to M140139.42C PCC 1 4 1024TI PCC(EB) 51st Ave (off) 840.06C PCC 2 4 1024TI PCC+0.46 (EB) 51st Ave (off) 840.13139.47C PCC 3 4 1036TI PCC+0.59 (EB) 51st Ave (off) 840.05139.60A UP 16'-00"+0.65 Exit #139 at 51st Ave 1984139.66A PCC 4 48TI PCC(NB/SB) 51st Ave Crossing 0.14139.67C PCC 2 4 1024TI PCC+0.66 (EB) 51st Ave (on) 840.15139.68C PCC 1.5 4 1018TI PCC+0.81 (EB) 51st Ave (on) 840.05139.82C PCC 1 4 1012TI PCC+0.86 (EB) 51st Ave (on) 840.02139.87C AC/PCC 5 8 1071EB AC/PCC+0.88 01 May 20050.55Projects spanning M139 to M140139.89C 1 11AL (EB) Auxiliary Lane 25 Sep 20000.55C AC/PCC 5 8 1060EB AC/PCCM140 +0.42 01 May 20050.46Projects spanning M140 to M141140.44C PCC 1 4 1024TI PCC(EB) 43rd Ave (off) 850.05C PCC 2 4 1024TI PCC+0.47 (EB) 43rd Ave (off) 850.08140.49C PCC 3 4 1036TI PCC+0.55 (EB) 43rd Ave (off) 850.09140.57A UP 16'-02"+0.65 Exit #140 at 43rd Ave 1985140.66A PCC 4 48TI PCC(NB/SB) 43rd Ave Crossing 0.14C PCC 2 4 1024TI PCC+0.66 (EB) 43rd Ave (on) 850.14140.68C PCC 1.5 4 1018TI PCC+0.80 (EB) 43rd Ave (on) 850.04140.81C PCC 1 4 1012TI PCC+0.84 (EB) 43rd Ave (on) 850.04140.86C AC/PCC 5 8 1071EB AC/PCC+0.88 01 May 20050.55Projects spanning M140 to M141140.90C 1 11AL (EB) Auxiliary Lane 25 Sep 20000.55



SurfaceType

ShoulderType

SurfaceWidth

ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

A UP 16'-02"M141 +0.15 39th Ave 1985141.17C AC/PCC 5 8 1060EB AC/PCC+0.43 01 May 20050.46Projects spanning M141 to M142141.45C PCC 1 4 1024TI PCC(EB) 35th Ave (off) 850.03C PCC 1.5 4 1018TI PCC+0.46 (EB) 35th Ave (off) 850.06141.48C PCC 2 4 1024TI PCC+0.53 (EB) 35th Ave (off) 850.12141.54A PCC 4 48TI PCC+0.66 (NB/SB) 35th Ave Crossing 0.13141.67A UP 16'-02"Exit #141 at 35th Ave 1985C VMS (EB) Variable Message Sign #202 (Existing)C PCC 2 4 1024TI PCC+0.67 (EB) 35th Ave (on) 850.15141.68C MD+0.69 Variable Soil Median 1.21141.70C PCC 1.5 4 1018TI PCC+0.82 (EB) 35th Ave (on) 850.03141.84C PCC 1 4 1012TI PCC+0.86 (EB) 35th Ave (on) 850.03141.87C AC/PCC 5 8 1071EB AC/PCC+0.89 01 May 20050.54Projects spanning M141 to M142141.90C 1 11AL (EB) Auxiliary Lane 25 Sep 20000.54A UP 16'-05"M142 +0.17 31st Ave 1985142.18C AC/PCC 5 8 1060EB AC/PCC+0.43 01 May 20050.21Projects spanning M142 to M143142.45C PCC 1 2 824TI PCC(EB) 27th Ave (off) 860.03C PCC 2 2 824TI PCC+0.46 (EB) 27th Ave (off) 860.10142.48C PCC 3 2 836TI PCC+0.56 (EB) 27th Ave (off) 860.09142.57C AC/PCC 5 8 1066EB AC/PCC+0.64 01 May 20050.04Projects spanning M142 to M143142.65C 0.5 6AL (EB) Auxiliary Lane 0.04A PCC 4 48TI PCC+0.66 (NB/SB) 27th Ave Crossing 0.15142.67C OP 130 ft Concrete(EB) Exit #142 at 27th Ave 1986C AC/PCC 5 8 1072EB AC/PCC+0.68 01 May 20050.02Projects spanning M142 to M143142.69C 1 12AL (EB) Auxiliary Lane 0.02C AC/PCC 5 8 1060EB AC/PCC+0.69 01 May 20050.12Projects spanning M142 to M143142.71C PCC 1 2 824TI PCC+0.70 (EB) I 017 NB (off) 870.73C AC/PCC 5 8 1060EB AC/PCC+0.82 25 Sep 20000.01Projects spanning M142 to M143142.83C AC/PCC 5 8 1060EB PCC+0.83 25 Sep 20000.07142.84C AC/PCC 5 8 1060EB PCC+0.89 25 Sep 20000.12142.91C MD+0.90 Concrete Median Barrier 0.73C AC/PCC 4 8 1048EB PCCM143 +0.01 25 Sep 20000.35Projects spanning M143 to M144143.02C PCC 2 2 824TI PCC(EB) I 017 SB (off) 870.22143.03A UP 17'-00"+0.09 Under I 010 EB to I 017 NB Flyover 1988143.11C AC/PCC 1 2 812TI AC/PCC+0.11 (EB) I 017 NB (off) 23 Oct 20050.02143.12C PCC 3 2 836TI PCC+0.16 (EB) I 017 SB (off) 870.11143.18C OP 7111 ft Concrete+0.17 (EB) Over I-17, 19th Ave, and Grand Ave 1987C PCC 2.5 2 830TI PCC(EB) I 017 SB (off) 870.05143.19C PCC 2 2 824TI PCC(EB) I 017 SB (off) 870.13



SurfaceType

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Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

A UP 17'-00"M143 +0.20 Under I 010 WB to I 017 SB Flyover 1990143.22C AC/PCC 4 8 1248EB PCC+0.35 25 Sep 20000.21Projects spanning M143 to M144143.37C AC/PCC 5 8 1271EB PCC+0.57 25 Sep 20000.06143.58C TI (EB) Exit # 143 B from I 017 SB (on)C 1 11AL (EB) Auxiliary Lane 25 Sep 20000.31C AC/PCC 5 8 1071EB PCC+0.62 25 Sep 20000.03Projects spanning M143 to M144143.64C MD Variable Concrete Curbed Median 4.18A PCC 4 48TI PCC+0.65 (NB/SB) 19th Ave Crossing 0.14143.67C AC/PCC 5 8 1071EB AC/PCC 21 Jun 20040.20Projects spanning M143 to M144C VMS (EB) Variable Message Sign #235 (Existing)C PCC 2 4 424TI PCC+0.66 (EB) 19th Ave (on) 880.21143.68C CG+0.70 Low Profile Gutter To Left and Right 4.30143.71C AC/PCC 5 8 1068.5EB AC/PCC+0.86 21 Jun 20040.02Projects spanning M143 to M144143.87C AC/PCC 5 8 1079.5EB AC/PCC+0.87 21 Jun 20040.08143.89C OP 476 ft Concrete(EB) Exit #143C at 19th Ave (on) 1988C 2 22AL (EB) Auxiliary Lane 25 Sep 20000.08C AC/PCC 5 8 1074EB AC/PCC+0.96 21 Jun 20040.15Projects spanning M143 to M144143.98C 1.5 16.5AL (EB) Auxiliary Lane 25 Sep 20000.15C AC/PCC 5 8 1068.5EB AC/PCCM144 +0.11 21 Jun 20040.24Projects spanning M144 to M145144.12C 1 11AL (EB) Auxiliary Lane 25 Sep 20000.24C AC/PCC 1 12TI AC/PCC+0.28 (EB) 3rd Ave Tunnel - HOV only (off) 0.40144.30C AC/PCC 5 8 1057.5EB AC/PCC+0.34 21 Jun 20040.32Projects spanning M144 to M145144.36C AC/PCC 2 4 1224TI AC/PCC+0.35 (EB) 7th Ave (off) 890.15A UP 17'-11"+0.41 11th Ave Pedestrian OP 1989144.43C PCC 2.5 4 1230TI PCC+0.50 (EB) 7th Ave (off) 890.08144.51C PCC 3 4 1236TI PCC+0.58 (EB) 7th Ave (off) 890.02144.59C PCC 3.5 4 1242TI PCC+0.60 (EB) 7th Ave (off) 890.01144.61C PCC 4 4 1248TI PCC+0.61 (EB) 7th Ave (off) 890.02144.62C PCC 2 4 1224TI PCC+0.63 (EB) 7th Ave (off) 890.03144.64C PCC 2 4 1224TI PCC(EB) 7th Ave (off) 890.04C AC/PCC 5 12 1057.5EB AC/PCC+0.66 21 Jun 20040.27Projects spanning M144 to M145144.68A UP 16'-08"Exit #144A at 7th Ave 1989A PCC 4 48TI PCC+0.67 (NB/SB) 7th Ave Crossing 0.17C PCC 2 4 1224TI PCC(EB) 7th Ave (on) 890.03144.69C PCC 1 4 1212TI PCC+0.68 (EB) 7th Ave (on) 890.03C PCC 1 12TI PCC+0.69 (EB) 3rd Ave Tunnel - HOV only (off) 0.13144.70C PCC 3 4 1236TI PCC+0.70 (EB) 7th Ave (on) 890.01144.71C PCC 2.5 4 1230TI PCC+0.71 (EB) 7th Ave (on) 890.02144.72C AC/PCC 2 4 1224TI AC/PCC+0.73 (EB) 7th Ave (on) 890.05144.74



SurfaceType

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Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

C AC/PCC 1.5 4 1218TI AC/PCCM144 +0.78 (EB) 7th Ave (on) 890.04144.79C AC/PCC 1 4 1212TI AC/PCC+0.82 (EB) 7th Ave (on) 890.12144.83A UP 19'-08"+0.83 5th Ave 1989144.84A PCC 2 24TI PCC(NB/SB) 5th Ave Crossing 0.08C PCC 1 12TI PCC(EB) 3rd Ave Tunnel - HOV only (off) 0.11144.85C AC/PCC 5 12 1069.5EB AC/PCC+0.94 21 Jun 20040.49Projects spanning M144 to M145144.95C 1 12AL (EB) Auxiliary Lane 20 Aug 20030.49C TN 2770 ft 16'-02"+0.95 3rd Ave/Central 1989144.96C AC/PCC 5 12 1057.5EB AC/PCCM145 +0.42 21 Jun 20040.49Projects spanning M145 to M146145.44C AC/PCC 1 2 812TI AC/PCC(EB) 7th St (off) 890.09A PCC 4 48TI PCC+0.44 (NB/SB) 3rd St Crossing 0.06145.46A UP 16'-02"Exit #145A at 3rd St UP (i.e. tunnel) 1989C PCC 1 12TI PCC+0.45 (EB) 3rd St Tunnel - HOV only (on) 0.09C PCC 1.5 2 818TI PCC+0.52 (EB) 7th St (off) 890.04145.53C AC/PCC 1 12TI AC/PCC+0.54 (EB) 3rd St Tunnel - HOV only (on) 0.29145.55C PCC 3 2 836TI PCC+0.55 (EB) 7th St (off) 890.06145.57C PCC 4 2 848TI PCC+0.62 (EB) 7th St (off) 890.02145.63C PCC 2 2 824TI PCC+0.63 (EB) 7th St South (off) 890.05145.65C PCC 2 2 824TI PCC(EB) 7th St North (off) 890.05A UP 18'-00"+0.68 Exit #145B at 7th St 1988145.70A PCC 4 48TI PCC(NB/SB) 7th St Crossing 0.14C PCC 2 2 224TI PCC+0.69 (EB) 7th St North (on) 880.05145.71C PCC 1 2 212TI PCC+0.71 (EB) 7th St South (on) 880.04145.72C PCC 2 2 224TI PCC+0.74 (EB) 7th St (on) 880.03145.75C AC/PCC 2 2 224TI AC/PCC+0.76 (EB) 7th St (on) 880.08145.78C AC/PCC 1.5 2 218TI AC/PCC+0.84 (EB) 7th St (on) 880.07145.85C AC/PCC 6 12 1072EB AC/PCC+0.91 21 Jun 20040.48Projects spanning M145 to M146145.93C VMS+0.93 (EB) Variable Message Sign #204 (Existing)145.95A UP 18'-02"M146 +0.19 10th St Pedestrian OP 1988146.21C AC/PCC 6 12 1078EB AC/PCC+0.39 21 Jun 20040.02Projects spanning M146 to M147146.41C 0.5 6AL (EB) Auxiliary Lane 0.02C AC/PCC 6 12 1084EB AC/PCC+0.41 21 Jun 20040.06Projects spanning M146 to M147146.43C 1 12AL (EB) Auxiliary Lane 0.06A UP 16'-04"+0.44 12th St 1988146.46C AC/PCC 6 12 1072EB AC/PCC+0.48 21 Jun 20040.31Projects spanning M146 to M147146.49C AC/PCC 1 12TI AC/PCC(EB) 16th St (off) 0.06C PCC 2 24TI PCC+0.54 (EB) 16th St (off) 0.07146.56C PCC 3 36TI PCC+0.62 (EB) 16th St (off) 0.07146.63A PCC 6 72TI PCC+0.69 (NB/SB) 16th St Crossing 0.11146.71



SurfaceType

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GISRouteMile

ShoulderWidthLeft

A UP 16'-05"M146 +0.69 Exit #146 at 16th St 1988146.71C TI+0.76 (EB) HOV S 202 EB (off)146.77C AC/PCC 6 10 1072EB AC/PCC+0.79 21 Jun 20040.15Projects spanning M146 to M147146.80C AC/PCC 4 10 1048EB AC/PCC+0.94 21 Jun 20040.53146.96C TI (EB) S 051 / S 202 (off)C UP 18'-01"(EB) 18th St Pedestrian OP 1988C VMSM147 +0.18 (EB) Variable Message Sign #234 (Existing)147.21A UP 16'-03"+0.24 Under S 051 SB to I 010 EB Ramp 1987147.27A UP 16'-03"+0.40 Roosevelt St 1988147.43C AC/PCC 4 10 1072EB AC/PCC+0.45 21 Jun 20040.12Projects spanning M147 to M148147.48C TI (EB) E Papago Fwy (on)C 2 24AL (EB) Auxiliary Lane 0.12C AC/PCC 4 10 1066EB AC/PCC+0.57 21 Jun 20040.10Projects spanning M147 to M148147.60C 1.5 18AL (EB) Auxiliary Lane 0.10C AC/PCC 4 10 1060EB AC/PCC+0.68 21 Jun 20040.12Projects spanning M147 to M148147.70C 1 12AL (EB) Auxiliary Lane 0.20C AC/PCC 4 12 1060EB AC/PCC+0.79 21 Jun 20040.08Projects spanning M147 to M148147.82C MD Variable Soil Median 1.70C AC/PCC 4 12 1066EB AC/PCC+0.88 21 Jun 20040.02Projects spanning M147 to M148147.91C 1.5 18AL (EB) Auxiliary Lane 0.04C PCC 4 12 1066EB PCC+0.90 880.02Projects spanning M147 to M148147.93C OP 97 ft Concrete(EB) Van Buren St 1988C PCC 4 12 1072EB PCC+0.92 880.02Projects spanning M147 to M148147.95C 2 24AL (EB) Auxiliary Lane 0.02C PCC 4 12 1060EB PCC+0.94 880.02Projects spanning M147 to M148147.97C 1 12AL (EB) Auxiliary Lane 0.02C PCC 1 10 1024TI PCC(EB) Washington St/Jefferson St (off) 880.03C PCC 4 12 1054EB PCC+0.96 880.11Projects spanning M147 to M148147.99C 0.5 6AL (EB) Auxiliary Lane 0.11C PCC 2.5 10 1030TI PCC+0.97 (EB) Washington St/Jefferson St (off) 880.07C PCC 4 10 1048TI PCCM148 +0.04 (EB) Washington St/Jefferson St (off) 880.07148.07C PCC 4 12 1048EB PCC+0.07 880.13Projects spanning M148 to M149148.10A PCC 4 48TI PCC+0.12 (EB/WB) Washington St Crossing 0.09148.14C Unk 2 24FR UnkFrontage Rd Right 0.48C OP 517 ft Concrete+0.15 (EB) Exit #148 at Washington St/Jefferson St 1988148.18A PCC 4 48TI PCC+0.19 (EB/WB) Jefferson St Crossing 0.09148.21C PCC 4 12 1060EB PCC+0.20 880.08Projects spanning M148 to M149148.23C TI (EB) S 051 HOV (on)C 1 12AL (EB) Auxiliary Lane 0.08



SurfaceType

ShoulderType

SurfaceWidth

ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

C Unk 1 10 1024TI UnkM148 +0.25 (EB) Washington St/Jefferson St (on) 880.15148.28C PCC 4 12 1054EB PCC+0.28 880.04Projects spanning M148 to M149148.31C 0.5 6AL (EB) Auxiliary Lane 0.04C PCC 4 12 1048EB PCC+0.33 880.07Projects spanning M148 to M149148.36C PCC 4 12 1060EB PCC+0.40 880.22148.42C 1 12AL (EB) Auxiliary Lane 0.22C PCC 4 12 1066EB PCC+0.61 880.02Projects spanning M148 to M149148.64C 1.5 18AL (EB) Auxiliary Lane 0.02C PCC 4 12 1072EB PCC+0.63 880.01Projects spanning M148 to M149148.66C 2 24AL (EB) Auxiliary Lane 0.01C PCC 4 12 1060EB PCC+0.64 880.02Projects spanning M148 to M149148.67C 1 12AL (EB) Auxiliary Lane 0.02C Unk 2 2 624TI Unk(EB) Sky Harbor Blvd (off) 880.89C PCC 4 12 1054EB PCC+0.66 880.13Projects spanning M148 to M149148.69C 0.5 6AL (EB) Auxiliary Lane 0.13C PCC 4 12 1048EB PCC+0.79 880.32Projects spanning M148 to M149148.82C OP 343 ft Concrete+0.91 (EB) Exit #149 at Sky Harbor Blvd & EB Off Ramp 1988148.94A PCC 4 48TI PCC(EB/WB) Buckeye Rd Crossing 0.15C PCC 2 2 624TI PCC+0.92 (EB) Buckeye Rd (off) 880.06C VMS+0.97 (EB) Variable Message Sign #205 (Existing) 2004149.00C PCC 1.5 2 618TI PCC(EB) Buckeye Rd (off) 880.10C PCC 1 2 612TI PCCM149 +0.09 (EB) Buckeye Rd (off) 880.04149.10C PCC 4 12 1060EB PCC+0.13 880.25Projects spanning M149 to M150149.14C 1 12AL (EB) Auxiliary Lane 0.25C OP 119 ft Concrete+0.30 (EB) Mohave St 1988149.31C PCC 4 12 1048EB PCC+0.38 880.62Projects spanning M149 to M150149.40C PCC 1 4 224TI PCC(EB) I 017 WB (off) 880.28C MD+0.51 Concrete Median Barrier 11.57149.52A UP 16'-07"+0.56 Under I 017 NB 1987149.57A OP 132 ft Concrete+0.92 Exit #150B at 24th St 1988149.94A AC 4 48TI AC(SB/NB) 24th St Crossing 0.09C PCC 2 2 224TI PCC+0.93 (EB) 24th St (on) 880.08149.95C PCC 6 12 1072EB PCC+1.00 880.14Projects spanning M149 to M150150.01C PCC 1.5 2 218TI PCCM150 +0.00 (EB) 24th St (on) 880.06150.03C TI+0.01 (EB) I 017 (on)150.04C PCC 1 2 212TI PCC+0.06 (EB) 24th St (on) 880.05150.09C PCC 6 12 1084EB PCC+0.11 880.14Projects spanning M150 to M151150.15C 1 12AL (EB) Auxiliary Lane 0.14C PCC 6 12 1078EB PCC+0.25 880.13Projects spanning M150 to M151150.28



SurfaceType

ShoulderType

SurfaceWidth

ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

C 0.5 6ALM150 +0.25 (EB) Auxiliary Lane 0.13150.28C PCC 6 12 1072EB PCC+0.38 880.89Projects spanning M150 to M151150.41A BR 1568 ft Concrete+0.70 Salt River 1988150.73C PCC 1 8 224TI PCCM151 +0.26 (EB) University Dr (off) 890.07151.28C PCC 5.5 12 1066EB PCC+0.29 880.17Projects spanning M151 to M152151.31C PCC 2 8 224TI PCC+0.33 (EB) University Dr (off) 890.08151.35C PCC 2 8 224TI PCC+0.41 (EB) University Dr (off) 890.06151.42C PCC 5 12 1060EB PCC+0.46 880.22Projects spanning M151 to M152151.47A PCC 4 48TI PCC+0.48 (NB/SB) 32nd St and University Dr Crossing 0.02151.50A UP 17'-02"Exit #151 at 32nd St & University Dr 1986A PCC 4 48TI PCC(NB/SB) 32nd St and University Dr Crossing 0.11C PCC 2 8 224TI PCC+0.49 (EB) University Dr (on) 890.03151.51C PCC 1.5 8 218TI PCC+0.52 (EB) University Dr (on) 890.10151.54C PCC 1 8 212TI PCC+0.62 (EB) University Dr (on) 890.11151.63C PCC 5 10 1260EB PCC+0.68 880.06Projects spanning M151 to M152151.69C PCC 5 10 1272EB PCC+0.73 880.40151.75C 1 12AL (EB) Auxiliary Lane 0.40C PCC 5 10 1260EB PCCM152 +0.13 880.43Projects spanning M152 to M153152.15C PCC 1 2 224TI PCC(EB) 40th St SB (off) 900.10C PCC 2.5 2 230TI PCC+0.23 (EB) 40th St SB (off) 900.08152.25C PCC 4 2 248TI PCC+0.30 (EB) 40th St SB (off) 900.07152.32C PCC 1 2 224TI PCC+0.37 (EB) 40th St SB (off) 900.15152.38A UP 16'-06"+0.38 Exit #152 at 40th St 1990152.39C VMS (EB) Variable Message Sign #206 (Existing)A PCC 4 48TI PCC(NB/SB) 40th St Crossing 0.21C PCC 1 2 224TI PCC+0.39 (EB) 40th St NB (on) 900.19152.40C PCC 5 4 1260EB PCC+0.56 900.01Projects spanning M152 to M153152.58C PCC 5 4 1272EB PCC+0.58 900.45152.60C 1 12AL (EB) Auxiliary Lane 0.45C PCC 5 4 1278EB PCCM153 +0.10 900.03Projects spanning M153 to M154153.05C 1.5 18AL (EB) Auxiliary Lane 0.03C PCC 5 4 1284EB PCC+0.13 900.05Projects spanning M153 to M154153.07C 2 24AL (EB) Auxiliary Lane 0.05C PCC 5 4 1260EB PCC+0.18 900.64Projects spanning M153 to M154153.13C PCC 2 2 224TI PCC(EB) 48th St (off) 900.12C PCC 3 2 236TI PCC+0.29 (EB) 48th St (off) 900.05153.24C PCC 4 2 248TI PCC+0.34 (EB) 48th St (off) 900.10153.28C J+0.44 (EB) Exit #153A at S 143 Hohokam Fwy & 48th St UP153.38A UP 16'-11"Exit #153A at S 143 Hohokam Fwy & 48th St 1990



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ShoulderWidthLeft

C VMSM153 +0.44 (EB) Variable Message Sign #207 (Existing)153.38C PCC 1 2 224TI PCC(EB) 48th St (on) 900.59C JB ECL Phoenix / WCL Tempe153.39C Unk 2 24FR Unk+0.46 One Way Frontage Rd EB 0.30153.41C PCC 2 2 224TI PCC+0.47 (EB) 48th St (off) 900.28C PCC 2 8 824TI PCC+0.77 (EB) Broadway Rd (on) 900.17153.72A AC 6 72TI AC+0.81 (EB/WB) Broadway Rd Crossing 0.13153.75A PCC 6 72TI PCC(EB/WB) Broadway Rd Crossing 0.06A UP 16'-10"Exit #153B at Broadway Rd 1990A AC 6 72TI AC(EB/WB) Broadway Rd Crossing 0.05C PCC 5 4 1284EB PCC+0.82 900.27Projects spanning M153 to M154153.76C 2 24AL (EB) Auxiliary Lane 0.31C PCC 1.5 8 818TI PCC+0.95 (EB) Broadway Rd (on) 900.05153.89C PCC 5 13 1084EB PCCM154 +0.11 900.04Projects spanning M154 to M155154.03C PCC 5 13 1078EB PCC+0.16 900.07154.07C 1.5 18AL (EB) Auxiliary Lane 0.07C PCC 5 13 1072EB PCC+0.23 900.07Projects spanning M154 to M155154.14C 1 12AL (EB) Auxiliary Lane 0.69C PCC 5 13 1272EB PCC+0.29 900.15Projects spanning M154 to M155154.21C PCC 5 13 1272EB PCC+0.45 Sep 20000.29154.36C PCC 5 2 1072EB PCC+0.73 Sep 20000.18154.65C TI+0.89 (EB) HOV to US-60 EB (off)154.81C PCC 4 2 1048EB PCC+0.92 Sep 20000.15Projects spanning M154 to M155154.83C TI (EB) U 060 (off)A OP 139 ft ConcreteM155 +0.02 Southern Ave 1990154.94A Unk 2 24TI Unk(EB/WB) McCartney Crossing 0.12C PCC 4 2 1054EB PCC+0.07 Sep 20000.03Projects spanning M155 to M156154.98C 0.5 6AL (EB) Auxiliary Lane 0.03C PCC 4 2 1060EB PCC+0.09 Sep 20000.05Projects spanning M155 to M156155.01C 1 12AL (EB) Auxiliary Lane 0.05C PCC 4 2 1048EB PCC+0.15 Sep 20000.17Projects spanning M155 to M156155.06C PCC 1 2 812TI PCC(EB) Baseline Rd (off) Sep 20000.38C PCC 4 4 1048EB PCC+0.32 Sep 20000.15Projects spanning M155 to M156155.23A UP 16'-03"+0.33 Under U 060 EB Flyover 1995155.25A BR 31 ft Concrete+0.40 Western Canal155.31A UP ??'-??"+0.41 Under U 060 WB Flyover 1995155.32C PCC 4 14 1248EB PCC+0.47 Sep 20000.45Projects spanning M155 to M156155.38C PCC 2.5 30TI PCC+0.85 (WB) Baseline Rd (off) 0.12155.76C PCC 5 14 1260EB PCC+0.91 Sep 20000.02Projects spanning M155 to M156155.83



SurfaceType

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ThruLanes




Vert.ClearanceData

GISRouteMile

ShoulderWidthLeft

C TIM155 +0.91 (EB) U 060 (on)155.83C PCC 5 14 2460EB PCC+0.94 Sep 20000.09Projects spanning M155 to M156155.85C PCC 4 48TI PCC+0.96 (WB) Baseline Rd (off) 0.05155.88A PCC 6 72TI PCCM156 +0.02 (EB/WB) Baseline Rd Crossing 0.14155.94C AC/PCC 5 14 2460EB AC/PCC+0.03 01 May 20050.26Projects spanning M156 to M157A OP 162 ft ConcreteExit #155 at Baseline Rd 1965C PCC 2 2 824TI PCC+0.04 (EB) Baseline Rd (on) Sep 20000.12155.95C JB+0.10 NCL Guadalupe156.02C PCC 1.5 2 818TI PCC+0.16 (EB) Baseline Rd (on) Sep 20000.12156.08C AC/PCC 5 14 2472EB AC/PCC+0.28 01 May 20050.07Projects spanning M156 to M157156.20C 1 12AL (EB) Auxiliary Lane 0.07C AC/PCC 5 14 2466EB AC/PCC+0.35 01 May 20050.12Projects spanning M156 to M157156.27C 0.5 6AL (EB) Auxiliary Lane 0.12C AC/PCC 5 14 2460EB AC/PCC+0.47 01 May 20050.03Projects spanning M156 to M157156.39C AC/PCC 5 14 1260EB AC/PCC+0.49 01 May 20050.22156.41C AC/PCC 5 12 1260EB AC/PCC+0.71 01 May 20050.49156.63C VMS+0.81 (EB) Variable Message Sign #7A1 (Existing)156.72A UP 18'-04"+1.02 Guadalupe Rd 05 Jan 2001156.93C AC/PCC 5 6 960EB AC/PCC+1.20 01 May 20050.08Projects spanning M156 to M157157.12C EQM157 +0.00 MP 156+1.24 Back Equals MP 157+0.00 Ahead157.15C AC/PCC 5 6 960EB AC/PCC+0.05 01 May 20050.18Projects spanning M157 to M158157.20C AC/PCC 5 12 1260EB AC/PCC+0.23 01 May 20050.39157.38C AC/PCC 4 12 1248EB AC/PCC+0.61 01 May 20050.41157.77C PCC 1 2 812TI PCC(EB) Elliot Rd (off) 720.03C PCC 2.5 2 830TI PCC+0.64 (EB) Elliot Rd (off) 720.08157.80C PCC 4 2 848TI PCC+0.72 (EB) Elliot Rd (off) 720.09157.87A UP 16'-06"+0.82 Exit #157 at Elliot Rd 1972157.98A PCC 6 72TI PCC(EB/WB) Elliot Rd Crossing 0.18C JB SCL Guadalupe reenter Tempe/PhoenixC PCC 2 2 824TI PCC+0.83 (EB) Elliot Rd (on) 720.05157.99C PCC 1.5 2 818TI PCC+0.88 (EB) Elliot Rd (on) 720.11158.03C PCC 1 2 812TI PCC+0.99 (EB) Elliot Rd (on) 720.03158.14C AC/PCC 4 12 1248EB AC/PCC+1.02 01 May 20050.63Projects spanning M157 to M158158.18C EQM158 +0.00 MP 157+1.04 Back Equals MP 158+0.00 Ahead158.20C AC/PCC 4 12 1260EB AC/PCC+0.61 01 May 20050.38Projects spanning M158 to M159158.81C PCC 1 2 812TI PCC(EB) Warner Rd (off) 860.02C AC 2 2 824TI AC+0.63 (EB) Warner Rd (off) 860.09158.83C AC 3 2 836TI AC+0.72 (EB) Warner Rd (off) 860.05158.92A UP 16'-08"+0.78 Exit #158 at Warner Rd 1986158.98



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C VMSM158 +0.78 (EB) Variable Message Sign #7A2 (Operational)158.98A PCC 4 48TI PCC(EB/WB) Warner Rd Crossing 0.12C PCC 2 2 824TI PCC+0.79 (EB) Warner Rd (on) 860.06158.99C PCC 1 2 812TI PCC+0.85 (EB) Warner Rd (on) 860.10159.05C PCC 1 2 812TI PCC+0.95 (EB) Warner Rd (on) 860.04159.15C AC/PCC 4 12 1272EB AC/PCC+0.99 01 May 20050.51Projects spanning M158 to M159159.19C 1 12AL (EB) Auxiliary Lane 18 Apr 20030.51C JBM159 +0.28 SCL Tempe NCL Chandler Elev 1213 to East159.48C AC/PCC 4 12 1260EB AC/PCC+0.49 01 May 20050.14Projects spanning M159 to M160159.70C AC/PCC 1 2 812TI AC/PCC(EB) Ray Rd (off) 860.15C AC/PCC 4 12 1260EB AC/PCC+0.63 17 Nov 20030.15Projects spanning M159 to M160159.84C AC/PCC 2.5 2 830TI AC/PCC+0.64 (EB) Ray Rd (off) 860.09C AC/PCC 4 2 848TI AC/PCC+0.72 (EB) Ray Rd (off) 860.05159.93A AC/PCC 4 48TI AC/PCC+0.78 (EB/WB) Ray Rd Crossing 0.17159.98C AC/PCC 4 12 1260EB PCC 17 Nov 20030.08Projects spanning M159 to M160A UP 17'-00"Exit #159 at Ray Rd 1986C AC/PCC 2 2 824TI AC/PCC+0.79 (EB) Ray Rd (on) 860.07159.99C AC/PC

arizona state highway system log i 008 at m000+0.00 (as … · 2019-12-30 · arizona state highway...

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