primary road system · 1 2401-6750001 removals, as per plan ls 1.00 2 2403-0100000 structural...
TRANSCRIPT
000
000
000
000
DateSignature
Printed or Typed Name
Pages or sheets covered by this seal:
LICENSED
PROFESSIONAL EN
GIN
EER
IOWA
by me or under my direct personal supervision and that I
I hereby certify that this engineering document was prepared
of the State of Iowa.
am a duly licensed Professional Engineer under the laws
My license renewal date is December 31,
15597
Bare
David L.
STRUCTURAL DESIGN
5
137
160TH ST
640TH A
VE
196TH ST
579TH A
VE
631ST L
N
206T
H P
L
204T
H TR
L
217TH LN
165TH ST
204TH TRL
215TH ST
170TH
ST
165TH ST
623
RD A
VE
623RD A
VE
170TH ST
586TH A
VE
188T
H TRL
220TH ST
664TH A
VE
620TH A
VE
188TH TR
L
625TH A
VE
189TH ST
614TH A
VE
180TH ST
197TH TRL
210T
H TRL
595TH A
VE
218T
H ST
610TH A
VE
210TH TRL
664TH A
VE
625T
H A
VE
595TH A
VE
197T
H TRL
653R
D A
VE
654TH L
N
646TH P
L
614TH AVE
200TH LN
624TH P
L
170TH ST
637T
H TR
L
612TH LN
180TH ST
642
ND A
VE
652
ND A
VE
LN
620TH
ST
216TH
AVE
HITEM
AN
ALBIA
Bra
nch
Bee
Cedar
Creek
FARM
EXPERIMENTAL
I.S.U.
HITEMAN
T R O Y
3456
7 8 9 10 11
14161718
19
20 21 23
27282930
31
32
33
34
1234
910 11
12
13141516
21 22 2324
2526
2728
3334 35
36
5
H35
H32
H35
T7H T35
T21
H32
3766
POP.
T-72
N
T-72
N
R-18W R-17W
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34
34
N
PROJECT NUMBER
R.O.W. PROJECT NUMBER
PROJECT IDENTIFICATION NUMBERLE
TTI
NG
DA
TE
REVISIONS
TOTAL SHEETS
INDEX OF SEALS
NAMESHEET NO. TYPE
PLANS OF PROPOSED IMPROVEMENTS ON THE
PRIMARY ROAD SYSTEM
IOWA DOT * OFFICE OF BRIDGES AND STRUCTURESENGLISH
NO. DESCRIPTION
INDEX OF SHEETS
1 TITLE SHEET
PLANS
STANDARD ROAD
Iowa Department of Transportation
PROJECT DIRECTORY NAME: 6803402012
Highway Division
LOCATION MAP
TRUCKS
AADT
DHV
V.P.D.
V.P.D.
%
V.P.H.
DESIGN DATA RURAL
AADT
ROADWAY SHEETS
Design ESALs
Total
32
ESTIMATE SHEET FOR ROADWAY
BRIDGE REPAIR
BRI
DG
E
RE
PAIR
PAUL W. FLATTERY ROADWAY DESIGN
DAVID L. BARE STRUCTURAL DESIGN
SPECIAL PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT.
SPECIFICATIONS, DEVELOPMENTAL SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND
AND BRIDGE CONSTRUCTION, SERIES 2012, PLUS APPLICABLE GENERAL SUPPLEMENTAL
THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY
CONVENTIONAL SIGNS
DIVIDED HIGHWAY
PAVED ROAD
BITUMINOUS ROAD
GRAVEL ROAD
EARTH ROAD
INTERSTATE HIGHWAY
UNITED STATES HIGHWAY
STATE HIGHWAY
COUNTY HIGHWAY
RAILROAD
PIPELINE
AIRPORT
HYDROLOGY
BRIDGE
STATE BOUNDARY
COUNTY BOUNDARY
TOWNSHIP LINE
SECTION LINE
CORPORATE LIMIT LINE
SHEETS 1 THRU 22 OF 32
David L. Bare
DESIGN NO. 113 DESIGN NO. 213
MO
NR
OE
CO
UN
TY -
DE
SI
GN
NO. 1
13
&
213
MO
NR
OE
CO
UN
TY
MONROE COUNTY
MONROE COUNTY
PROJECT NUMBER MB-034-5(500)163-77-68
MB-034-5(500)163-77-68
MB-034-5(5
00)1
63-77-68
FILE NO. 30708
12-68-034-020
US 34 OVER B.N.S.F. R.R.
DLB`/`JDC`/`RDM
12-17-2013
2
2-14 DESIGN 113
ESTIMATE SHEET - DESIGN 113
ESTIMATE SHEET - DESIGN 213
DESIGN 213
15
15-22
C.1
A.1-J.1
2014
1
A.1
26
24502012
C.1
202
202
ON SHEET NUMBER
STANDARD ROAD PLANS ARE LISTED
4.5 MI. WEST OF IA 5
9-27-2013
DESIGN TEAM 1SHEET NUMBER
ESTIMATED BRIDGE REPAIR QUANTITIES
ITEM NO. ITEM CODE ITEM UNIT TOTAL AS BUILT QUAN.
1 2401-6750001 LS 1.00REMOVALS, AS PER PLAN
2 2403-0100000 CY 6.3STRUCTURAL CONCRETE (MISCELLANEOUS)
3 2404-7775005 LB 633REINFORCING STEEL, EPOXY COATED
4 2413-1100000 LF 44PREFORMED ELASTIC NEOPRENE JOINT
5 2413-1200000 LF 39.2STEEL EXTRUSION JOINT WITH NEOPRENE
6 2413-1200100 LF 39.2NEOPRENE GLAND INSTALLATION AND TESTING
7 2508-0970000 LS 1.00CONTAINMENT
8 2508-0991000 LS 1.00PAINTING OF STRUCTURAL STEEL
9 2533-4980005 LS 1.00MOBILIZATION
ESTIMATE REFERENCE INFORMATION
ITEM CODE DESCRIPTIONITEM
NO.
1 2401-6750001 REMOVALS, AS PER PLAN
INCLUDES ALL WORK FOR REMOVAL AND OFF-SITE DISPOSAL OF CONCRETE FROM SLAB, CURB, AND RAIL ALONG WITH THE EXISTING
EXPANSION DEVICE.
REMOVAL OF SCHEDULED ITEMS SHALL BE IN ACCORDANCE WITH SECTION 2401, OF THE STANDARD SPECIFICATIONS.
ANY DAMAGE TO MATERIAL NOT TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED AT NO EXTRA
COST TO THE STATE.
2 2403-0100000 STRUCTURAL CONCRETE (MISCELLANEOUS)
INCLUDES CLEANING EXISTING CONCRETE RAIL AND ABUTMENT SEATS, FURNISHING AND PLACING CONCRETE SEALER.
INCLUDES ANY EXCAVATION NECESSARY TO PERFORM REPAIRS.
3 2404-7775005 REINFORCING STEEL, EPOXY COATED
INCLUDES MECHANICAL SPLICE ASSEMBLIES.
4 2413-1100000 PREFORMED ELASTIC NEOPRENE JOINT
- -
5 2413-1200000 STEEL EXTRUSION JOINT WITH NEOPRENE
INCLUDES ALL NECESSARY HARDWARE AND ACCESSORIES INCLUDING THE ANCHORAGE SYSTEM, TEMPORARY ERECTION MATERIAL AND
THE …" BARRIER PLATES WITH THEIR ANCHORAGE SYSTEM. EXCLUDES INSTALLATION OF NEOPRENE GLAND.
6 2413-1200100 NEOPRENE GLAND INSTALLATION AND TESTING
INCLUDES INSTALLATION OF NEOPRENE GLAND AND WATER TESTING OF JOINT.
7 2508-0970000 CONTAINMENT
- -
8 2508-0991000 PAINTING OF STRUCTURAL STEEL
- -
9 2533-4980005 MOBILIZATION
- -
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1
2
QUANTITIES
ELSEWHERE IN THESE PLANS.
ROADWAY QUANTITIES SHOWN
NOTE:
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
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1'-0
3
GENERAL NOTES
2
FAINT LINES ON PLANS INDICATE EXISTING PORTIONS OF THE BRIDGE.
CONSTRUCTION.
BE VERIFIED IN THE FIELD BY THE BRIDGE CONTRACTOR BEFORE STARTING
CONSTRUCTION IN RELATION TO EXISTING PORTIONS OF THE STRUCTURE SHALL
ALL DIMENSIONS AND DETAILS SHOWN IN THESE PLANS PERTINENT TO NEW
AND BEVELED STRIP.
ALL EXPOSED CORNERS 90° OR SHARPER ARE TO BE FILLETED WITH A ƒ" DRESSED
UTILITY COMPANIES AND MUNICIPALITIES WHOSE FACILITIES ARE SHOWN ON THE
PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS SHALL BE NOTIFIED
BY THE CONTRACTOR OF THE CONSTRUCTION STARTING DATE.
BE LIMITED TO A MAXIMUM OF 10 DEGREES FROM VERTICAL.
UNLESS STATED OTHERWISE. IN ADDITION, THE BEVEL USED ON THE KEYWAY SHALL
KEYWAY DIMENSIONS SHOWN ON THE PLANS ARE BASED ON NOMINAL DIMENSIONS
IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR
THESE BRIDGE PLANS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION
(`5a1 IS † INCH DIAMETER BAR`). ENGLISH REINFORCING STEEL RECEIVED IN
THE FIELD MAY DISPLAY THE FOLLOWING "BAR DESIGNATION". THE "BAR
DESIGNATION" IS THE STAMPED IMPRESSION ON THE REINFORCING BARS, AND
IS EQUIVALENT TO THE BAR DIAMETER IN MILLIMETERS.
ENGLISH SIZE 3 4 5 6 `7 8 9 `10 11
BAR DESIGNATION 10 13 16 19 22 25 29 32 36
GENERAL NOTES:
COST TO THE STATE.
OPERATIONS SHALL BE REPLACED AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL
REINFORCING BARS WHICH ARE DAMAGED OR RENDERED UNSERVICEABLE BY REMOVAL
CLEANED AND CAREFULLY INCORPORATED INTO THE NEW WORK WHERE NOTED OR SHOWN.
EXISTING REINFORCING BARS THAT ARE EXPOSED BY CONCRETE REMOVAL SHALL BE
MAINTAINED AT ALL TIMES IN ACCORDANCE WITH "TRAFFIC CONTROL PLAN" NOTE.
CONSTRUCTION SHALL BE DONE IN STAGES WITH AT LEAST ONE LANE OF TRAFFIC
INCIDENTAL AND NO EXTRA PAYMENT WILL BE MADE.
ARE DISTURBED DURING CONSTRUCTION. THIS WORK SHALL BE CONSIDERED
THE BRIDGE CONTRACTOR SHALL DRESS UP THE SLOPES AROUND THE WINGS WHICH
THE UNIT PRICE BID ITEM "STRUCTURAL CONCRETE".
WITH CLEANING AND SEALING OF THE CONCRETE RAILS SHALL BE INCLUDED IN
CONSTRUCTED, THE NEW SECTIONS SHALL NOT BE SEALED. ALL COSTS ASSOCIATED
2413.03,G, OF THE STANDARD SPECIFICATIONS. IF NEW SECTIONS OF RAIL ARE
SEAL EXISTING CONCRETE RAILING AND DECK IN ACCORDANCE WITH ARTICLE
PAYMENT WILL BE MADE.
ANY EXCAVATION REQUIRED IS TO BE CONSIDERED INCIDENTAL AND NO EXTRA
CROWN TO PROVIDE THE LIMITS FOR THE HAND FINISHING.
USE FORMWORK WHICH IS MARKED OR TRIMMED TO THE CORRECT ELEVATION AND
SMOOTH SURFACE WITH THE PROPER CROWN. THE CONTRACTOR MAY ELECT TO
THE STANDARD SPECIFICATIONS, IT SHALL BE HAND FINISHED TO PROVIDE A
PLACED AND VIBRATED AS PROVIDED IN ARTICLES 2403.03, C, AND 2403.03, D, OF
STRUCTURAL CONCRETE CLASS C. PROMPTLY AFTER THE CONCRETE HAS BEEN
THE TOP OF THE ABUTMENT BACKWALLS AS SHOWN SHALL BE CONSTRUCTED USING
DESIGN STRESSES: DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE WITH
CONCRETE IN ACCORDANCE WITH SECTION 8, f'c = 3,500 PSI.
REINFORCING STEEL IN ACCORDANCE WITH SECTION 8, GRADE 60.
SPECIFICATIONS: DESIGN: AASHTO SERIES OF 2002.
THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SERIES OF 2002.
CONSTRUCTION: IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
STRUCTURAL STEEL IN ACCORDANCE WITH SECTION 10 ASTM A709 GRADE 36
AND GRADE 50 ( AASHTO M270 GRADE 36 AND GRADE 50`).
462
185
DESIGN HISTORY
AT THIS SITETYPE OF WORKDES. NO.
TRAFFIC CONTROL PLAN
NOTE: THE ROADWAY WILL BE OPEN
TO THRU TRAFFIC. REFER TO
THE TRAFFIC CONTROL PLAN SHOWN
ELSEWHERE IN THESE PLANS.
OVERLAY & RETROFIT RAIL
ORIGINAL DESIGN
TOTAL
TOTAL (CU. YDS.) 6.3
SECTION
AREA ONLY.
ON EXISTING RAIL
CONCRETE SEALER
APPLICATION OF
TYP. AREA TO RECEIVE
SEALER AREA
DETAIL OF CONCRETE
DOWEL SETTING NOTE:
CONCRETE PLACEMENT SUMMARY`-`BRIDGE
LOCATION:
102 END SECTIONS
4 EPOXY COATED SPLICE ASSEMBLIES WILL BE REQUIRED.
THE QUANTITY SHOWN FOR "REINFORCING STEEL EPOXY COATED". A TOTAL OF
MADE. THE WEIGHT OF MECHANICAL SPLICE ASSEMBLIES IS NOT INCLUDED IN
FOR "REINFORCING STEEL EPOXY COATED" AND NO SEPARATE PAYMENT WILL BE
THE COST OF ALL SPLICE ASSEMBLIES IS TO BE INCLUDED IN THE PRICE BID
ALL MECHANICAL SPLICE ASSEMBLIES TO BE USED SHALL BE EPOXY COATED.
SHALL BE A MINIMUM OF † INCH DIAMETERS.
REQUIREMENTS OF MATERIALS IM`451 APPENDIX E. REINFORCING SPLICE BARS
SPLICER. THE MECHANICAL SPLICE ASSEMBLY USED SHALL MEET THE
SPLICE BARS AS REQUIRED TO FACILITATE THE USE OF THE MECHANICAL
SPLICE ASSEMBLIES CONSIST OF MECHANICAL SPLICERS AND REINFORCING
THE LOCATIONS SHOWN USING MECHANICAL SPLICE ASSEMBLIES. MECHANICAL
THE 5a1 AND 5a2 BARS IN THE ABUTMENT BACKWALLS SHALL BE SPLICED AT
ABUTMENT BACKWALL & CURB
ABUTMENT SLAB & CURB
BARRIER RAIL
DIMENSIONS SHOWN ON THESE PLANS ARE BASED ON DESIGN PLANS.
CONTACT THE OFFICE OF CONTRACTS - HIGHWAY DIVISION - IOWA D.O.T. - AMES.
OF ORIGINAL DESIGN PLANS WILL BE MADE AVAILABLE TO THE CONTRACTOR.
º-BEAM BRIDGE, WITH A 37°`19' L.A. SKEW, ON U.S. 34 OVER B.N.S.F. R.R. COPIES
THIS DESIGN IS FOR REPAIRS TO THE EXISTING 190'-0 x 30'-0 CONTINUOUS
ABUTMENT BEARINGS (SOLE PLATES AND MASONRY PLATES) ARE TO BE CLEANED
AND PAINTED. CLEANING BY VACUUM BLASTING OR BY A NON-BLASTING METHOD
IS REQUIRED. SURFACE TO BE PAINTED SHALL BE PREPARED IN ACCORDANCE
WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) SP3. SURFACES OF THE
ABUTMENT BEARINGS ARE TO BE GIVEN ONE COAT OF BOTH A RUST INHIBITOR
TYPE PRIMER AND FINAL COAT AS APPROVED BY THE ENGINEER. THE COLOR
OF THE DRY PAINT SHOULD APPROXIMATE THE COLOR OF CONCRETE. THIS
WORK SHALL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICE
PER LUMP SUM FOR THE BID ITEM, "PAINTING OF STRUCTURAL STEEL".
BID FOR THE "CONTAINMENT" ITEM.
RESPONSIBILITY OF THE CONTRACTOR AND INCLUDED IN THE CONTRACT PRICE
AND DEPOSITING OF WASTE AT THE DESIGNATED SITE/FACILITY SHALL BE THE
2508 OF THE STANDARD SPECIFICATIONS. ALL COSTS ASSOCIATED WITH HAULING
CONTAINMENT AND DISPOSAL OF WASTE SHALL BE IN ACCORDANCE WITH SECTION
ON THIS PROJECT.
AND SPECIAL PROVISIONS SHALL APPLY TO CONSTRUCTION WORK
DEVELOPMENTAL SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS
APPLICABLE GENERAL SUPPLEMENTAL SPECIFICATIONS,
FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2012, PLUS
ALL REINFORCING STEEL IS TO BE GRADE 60 AND EPOXY COATED.
ALL CONCRETE REMOVAL LINES SHALL BE INITIATED WITH A ƒ" SAWCUT.
CONSTRUCTION STAGES I `& II `AS DETAILED ON THESE PLANS MAY BE REVERSED
AT THE CONTRACTOR'S OPTION SUBJECT TO THE ENGINEER'S APPROVAL.
LONGITUDE: -92.8914578
LATITUDE: 41.0110533
MAINT. NO. 6863.2S034
FHWA NO. 037380
MONROE COUNTY
GUILFORD TOWNSHIP
SECTION 26
T-72N R-18W
U.S. 34 OVER B.N.S.F. R.R.
BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
SHALL BE ONE OF THOSE APPROVED IN MATERIALS I.M. 491.13 AND SHALL
IMMEDIATELY PRIOR TO PLACING GROUT. THE HYDRAULIC CEMENT GROUT
THE DOWEL DIAMETER AND ARE TO BE BLOWN CLEAN WITH COMPRESSED AIR
B. HYDRAULIC CEMENT GROUT SYSTEMS. DRILLED HOLES ARE TO BE 2• TIMES
OF THE STANDARD SPECIFICATIONS.
A. POLYMER GROUT SYSTEM IN ACCORDANCE WITH ARTICLE 2301.03, E,
MAY BE USED FOR HORIZONTAL DOWELS:
BE USED AS A BONDING AGENT FOR VERTICAL DOWELS, BUT ONLY SYSTEM "A"
MANUFACTURER'S RECOMMENDATIONS. EITHER OF THE FOLLOWING SYSTEMS MAY
10" DEEP. THE DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH THE
THE 5b2 AND 6e1 BARS MAY BE SET AS DOWELS IN DRILLED HOLES. HOLES ARE TO BE
NO EXTRA COST TO THE STATE.
REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED AT
THE SPECIFICATIONS. ANY DAMAGE TO ANY STEEL OR CONCRETE NOT TO BE
REMOVAL OF SCHEDULED ITEMS SHALL BE IN ACCORDANCE WITH SECTION 2401 OF
2) PORTIONS OF SLAB, CURB, AND RETROFIT RAIL, AND 3) EXISTING EXPANSION JOINTS.
ASSOCIATED WITH REMOVING THE FOLLOWING: 1) TOP OF EXISTING BACKWALLS
THE LUMP SUM BID FOR "REMOVALS, AS PER PLAN" SHALL INCLUDE ALL COSTS
6. CLEAN AND PAINT ABUTMENT BEARING PLATE AND BEARING DEVICES.
5. CLEAN AND SEAL ABUTMENT SEATS.
4. APPLYING CONCRETE SEALER TO THE EXISTING BARRIER RAILS.
3. REMOVING AND RECONSTRUCTING PORTIONS OF THE CURB AND RETROFIT RAIL.
WEST ABUTMENT.
2. REBUILDING TOP OF BACKWALL AND INSTALLING COMPRESSION SEAL ON
WITH STRIP SEAL EXTRUSION JOINT.
1. REMOVING AND REPLACING EXISTING EXPANSION JOINT ON EAST ABUTMENT
REPAIR SHALL CONSIST OF THE FOLLOWING:
EAST ABUTMENTWEST ABUTMENT
1.9
0.3
2.0
1.9
0.2
0.0
4.22.1
3.8
0.5
2.0
A SCRAPE SAMPLE WAS TAKEN FROM AN AREA OF THIS BRIDGE TO GET AN
INDICATION OF THE EXISTENCE OF AND LEVEL OF TOTAL CHROMIUM AND TOTAL
PPM. THESE ANALYSES SHOW THE EXISTENCE OF THESE TWO TOXIC
CONSTITUENTS. LEVELS INDICATED BY THESE TESTS COULD CREATE
CONDITIONS ABOVE REGULATORY LIMITS FOR HEALTH AND SAFETY
REQUIREMENTS. NO OTHER CONSTITUENTS WERE ANALYZED. THE BIDDER
SHOULD NOT RELY ON THE DEPARTMENT'S TESTING AND ANALYSIS FOR ANY
PURPOSE OTHER THAN AS AN INDICATION OF THE EXISTENCE OF THESE TWO
TOXIC CONSTITUENTS.
LEAD. ANALYSIS OF TOTAL LEAD ON THIS SAMPLE WAS 545 PARTS PER
MILLION (PPM). ANALYSIS OF TOTAL CHROMIUM ON THIS SAMPLE WAS 184
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
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THIS SHEET FROM ORIGINAL
DESIGN PLANS IS INCLUDED
FOR INFORMATION ONLY.
SITUATION PLAN
3
4COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
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30'-0
14'-0
1•12'-0 STAGE º TRAFFIC 1'-10•
16'-0 STAGE º REMOVAL
1'-0
30'-0
14'-0
1•12'-0 STAGE º TRAFFIC 1'-10•
1'-0 15'-0 STAGE º CONSTRUCTION
5
BREAK LINE
GUTTER LINE GUTTER LINE
BREAK LINE
TOP OF EXISTING
PAVING NOTCH
GUTTER LINE GUTTER LINE
TOP OF EXISTING
PAVING NOTCH
STAGE º DETAILS
4
STAGE º REMOVAL
STAGE º CONSTRUCTION
APPROACH ROADWAY
| BRIDGE &
APPROACH ROADWAY
| BRIDGE &
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
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30'-0
14'-0 STAGE » REMOVAL 1'-10• 12'-0 STAGE » TRAFFIC
30'-0
1'-10• 12'-0 STAGE » TRAFFIC
1'-0
15'-0 15'-0 STAGE º CONSTRUCTION
15'-0 STAGE º CONSTRUCTION15'-0 STAGE » CONSTRUCTION
2'-1•
1'-1•
6
STAGE » DETAILS
5
GUTTER LINE GUTTER LINE
TOP OF EXISTING
PAVING NOTCH
GUTTER LINE GUTTER LINE
TOP OF EXISTING
PAVING NOTCH
BREAK LINE
STAGE » REMOVAL
STAGE » CONSTRUCTION
APPROACH ROADWAY
| BRIDGE &
APPROACH ROADWAY
| BRIDGE &
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
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7
GUTTER LINE GUTTER LINE| APPROACH ROADWAY
30'-0
5b15a2
5a1
INCORPORATE INTO NEW WORK
EXISTING VERTICAL REINFORCING
C
CB
B
5b2
15'-0 (STAGE » CONSTRUCTION) 15'-0 (STAGE º CONSTRUCTION)
MATCH EXISTING DECK
PART SECTION B-B PART SECTION C-C
5a3
5a4
5a3
2'-6‚1'-10•
1'-6 1'-0
VA
RIE
S
5b1
5a2
5a1 OR
PART SECTION A-A
INTO NEW WORK.
TO BE INCORPORATED
EXISTING REINFORCING
5
10
MI
N.
EM
BE
D.
5b2
BAR LOCATION SHAPE NO. LENGTH WEIGHT
5a1 19'-5BACKWALL, TRANSV., STAGE 1 2 41
EPOXY REINFORCING - TOTAL ( LBS. )
5a2 17'-11BACKWALL, TRANSV., STAGE 2 2 37
5a3 3 17BACKWALL TO CURB DOWELS 5'-7
5b1 38 73BACKWALL HAIRPIN
BENT BAR DETAILS
D=2•
5a35b1
D=3ƒ
8
7
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D`=`PIN DIAMETER.
5a4 1 6BACKWALL TO CURB DOWELS
1'-10
243
5a4
3'-4
2'-7Ž
D=3ƒ
2'-9
2'-2‚
5b2 38BACKWALL, VERTICAL, DOWEL 1'-9
D=3ƒ
5b2
3
1'-6
69
MECHANICAL SPLICE ASSEMBLY
EAST ABUTMENT PLAN
EAST ABUTMENT REAR ELEVATION
5'-4
2'-10 2'-0
6
EPOXY`REINFORCING`BAR`LIST`-`ONE`ABUTMENT
GUTTER LINE
10
4‰
5a1
5a2
#4 BAR
EXISTING5b15a3
| APPROACH ROADWAY
17 SPA. @ 1'-0 = 17'-0; 18-5b1 & 18-5b2
5b2
KEYWAY
6`x`6`x`2 BEVELED
2'-2
2'-1MIN. LAP
GUTTER LINE
10
37'-8•
#4 BAR
EXISTING
#6 BARS
EXISTING
MIN. LAP
19 SPA. @ 1'-0 = 19'-0; 20-5b1 & 20-5b2
2'-1
18'-1‰
2'-2
3
92'-1
2'-1
MIN. LAP
MIN. LAP
4•
5a3
5a4
A
A
19'-7•
1'-
10•
2'-
6‚
1'-
8
2'-
0‚
7‹
1'-
3
5a3
5a4
5a3 &
7‹1'-3
CONCRETE BREAK LINES
CONCRETE BREAK LINE
EAST ABUTMENT REPAIR DETAILS
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
9/30/2013 9:46:07 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680113s007 11x17_pdf.pltcfg
10
10•
EXISTING
MATCH
1'-
11•
•
2'-
10
1'-1
1'-
5
6
6
4 1'-0
4
1'-4
3'-
0
CU
RB
3'-
0
CU
RB
2'-0
MATCH
EXISTING
10
EM
BE
D
10•
10
3
•
3'-
0
CU
RB
1'-6
1'-0
3'-
0
CU
RB
1'-10†
1'-3ˆ
1'-10† 1'-3ˆ
2‚
1'-10•
8
10
1'-61'-0
1'-10† 1'-3ˆ
RAIL
RAIL
1'-3ˆ
1'-10†
10
10
1'-6
3'-
0
3'-
0
3'-
0
3'-
0
1'-
11}
2'-0
MATCH
EXISTING
10
EM
BE
D.
10•
10
3
•
1'-61'-
11}
10•
1'-
11•
•
2'-
10
MATCH
EXISTING
4
1'-0
2'-6‚ 7‹
1'-3
2`SPA.`@`0'-10
2•2• 10
1'-3 1'-10•
2'-6‚ 7‹
=`1'-10•
3`SPA.`@`0'-7•
1'-4
9
3ƒ 4 4 3‹
1'-
4
1'-
4
3 4
8 4
=`1'-3
2`SP.`@7• 3•
8
F
PART PLAN
F
SLAB SIDE
ABUT. WALL SIDE
EXISTING VERTICAL
EXISTING HORIZONTAL
BARS IN WINGWALL
EXISTING VERTICAL
EXISTING HORIZ.
REINFORCING
BARS IN CURB
EXISTING HORIZONTAL
BARS IN WINGWALL TO
BE CUT AS NECESSARY
AND INCORPORATED
INTO NEW WORK.
5g1
5g1
G
G
( RAIL NOT SHOWN )
SECTION J-J
PART PLAN
ABUT. WALL SIDESLAB SIDE
6e1
EXISTING
HORIZONTAL
BARS IN RAIL
5f3
6e1
6e1
5f2
EXISTING
HORIZONTAL
BARS IN RAIL
NEEDED.
BARS IN RAIL. CUT AS
EXISTING HORIZONTAL
( SHOWING RAIL`)
RAIL
RAIL
H H
6e1
SECTION K-K
5f3
5f3GUTTERLINE
6e1
INTO NEW WORK.
INCORPORATE
EXISTING BARS
MAINTAIN 2" MINIMUM CLEARANCE.
FIELD CUT EXISTING BARS TO
NOTE:
SHAPE NO.BAR LENGTH WEIGHTLOCATION
5 6'-0
6e1
5f1
5g1
10
4
REINFORCING STEEL EPOXY COATED - TOTAL (LBS)
BENT BAR DETAILS
5g2 6
5g3 3
CURB TRANSVERSE HOOP
2'-4
2'-2
5g1
BARRIER RAIL, VERTICAL
BARRIER RAIL, HORIZONTAL HAIRPIN
WALL, LONGITUDINAL
CURB, LONGITUDINAL
2'-7
D=2•
D=2•
6
7
10
31
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D=PIN DIAMETER
D=2•
5f2 2 1'-5BARRIER RAIL, HORIZONTAL HAIRPIN 3
39
8
7†
7†
SECTION H-H
5f3 2BARRIER RAIL, HORIZONTAL HAIRPIN 6
5f2 & 5f3
INTO NEW WORK.
INCORPORATED
EXISTING #5 BARS
IN CURB
REINF. BARS
EXIST. LONGIT.
GUTTERLINE
5g1
5f1
5f1
STEEL GIRDER
| EXISTING
W/ BEVELED 2x4
CONSTR. JOINTS
PERMISSIBLE
6e1
5g3
5g2
5f1
6e15f1
7
3Ž
3Ž
INTO NEW WORK.
AND INCORPORATED
CUT AS NECESSARY
BARS IN CURB TO BE
EXISTING HORIZONTAL
BEVELED 2x4
FORMED WITH
CONSTR. JOINT
PERMISSIBLE
WINGWALL
BARS IN
VERTICAL
EXISTING
AS NEEDED.
BARS IN RAIL. CUT
EXISTING HORIZONTAL
(MISC)".
IN UNIT PRICE BID FOR "STRUCTURAL CONCRETE
CONDUITON EACH SIDE. COST TO BE INCLUDED
PROVIDE 3 HOLES FORMED WITH 1"½ PLASTICƒ" DRIP
GROOVE
SECTION F-F
GUTTERLINE
5g1
5f1
5f1
STEEL GIRDER
| EXISTING
6e1
W/ BEVELED 2x4
CONSTR. JOINTS
PERMISSIBLE
ƒ" DRIP
GROOVE
IN CURB
REINF. BARS
EXIST. LONGIT.
INTO NEW WORK.
INCORPORATED
EXISTING #5 BARS
J
J
K
SECTION G-G
5f2
5f2
GUTTERLINE
6e1
BEVELED 2x4
FORMED WITH
CONSTR. JOINT
PERMISSIBLE
WINGWALL
BARS IN
VERTICAL
EXISTING
INTO NEW WORK.
INCORPORATE
EXISTING BARS
REINFORCING
EXISTING
K
BARS IN WINGWALL
BARS IN WINGWALL
5f3
5f2
5f1
EPOXY`COATED`REINF.`BAR`LIST`-`ONE`END
2'-9
0'-11
=1'-8
102
| ABUT. BRG.
| ABUT. BRG.
5g3
5g2
EAST ABUTMENT REPAIR DETAILS
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
10/9/2013 1:01:41 PM jcolle pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\6803402012\BRFinal\68034500.brg 680113s008 11x17_pdf.pltcfg
‚
1'-
3ˆ
3'-0
1'-
3ˆ
3'-0
9
GUTTER LINE GUTTER LINE| APPROACH ROADWAY
30'-0
5b15a1
5a2
INCORPORATE INTO NEW WORK
EXISTING VERTICAL REINFORCING
5b2
15'-0 (STAGE º CONSTRUCTION) 15'-0 (STAGE » CONSTRUCTION)
MATCH EXISTING DECK
1'-0
VA
RIE
S
5b1
5a2
5a1 OR
PART SECTION A-A
INTO NEW WORK.
TO BE INCORPORATED
EXISTING REINFORCING
5
10
MI
N.
EM
BE
D.
5b2
BAR LOCATION SHAPE NO. LENGTH WEIGHT
5a1 BACKWALL, TRANSV., STAGE 1 2
EPOXY REINFORCING - TOTAL ( LBS. )
5a2 BACKWALL, TRANSV., STAGE 2 2
5a3 4 23BACKWALL TO CURB DOWELS 5'-7
5b1 38 73BACKWALL HAIRPIN
BENT BAR DETAILS
D=2•
5a3 5b1
D=3ƒ
8
7
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D`=`PIN DIAMETER.
1'-10
243
2'-9
2'-2‚
5b2 38BACKWALL, VERTICAL, DOWEL 1'-9
D=3ƒ
5b2
3
1'-6
69
MECHANICAL SPLICE ASSEMBLY
WEST ABUTMENT PLAN
WEST ABUTMENT REAR ELEVATION
2'-10
8
EPOXY`REINFORCING`BAR`LIST`-`ONE`ABUTMENT
GUTTER LINE
4‰
5a2
5a1
#4 BAR
EXISTING5b15a3
| APPROACH ROADWAY
17 SPA. @ 1'-0 = 17'-0; 18-5b1 & 18-5b2
5b2
KEYWAY
6`x`6`x`2 BEVELED
2'-1MIN. LAP
GUTTER LINE
37'-8•
#4 BAR
EXISTING
#6 BARS
EXISTING
MIN. LAP
19 SPA. @ 1'-0 = 19'-0; 20-5b1 & 20-5b2
2'-1
18'-1‰
3
92'-1
2'-1
MIN. LAP
MIN. LAP
4•
5a3
A
A
19'-7•
1'-
8
5a3
TABLE OF APPROVED EXPANSION DEVICES
MANUFACTURER
WATSON BOWMAN AND ACME CORP.
TYPE
WEST ABUTMENT REPAIR DETAILS(CELLULAR)
NEOPRENE JOINT
PREFORMED ELASTIC
BEND DETAIL
SEE TYPICAL
BOND BREAKING MATERIAL
OTHER APPROVED
TAR PAPER OR
"B"
GROOVE DEPTH
APPROVED EQUAL
WG-200
CV-1752
1•"
2‹"
1‚
B
DETAIL A SEE DETAIL A
17'-11 37
19'-5 41
JOINT MATERIAL
‚" PREFORMED
DS BROWN
AND CUT TO HOLE.
DRILL HOLE THRU SEALER
FOR COMPRESSION SEAL
TYPICAL BEND DETAIL
H
2/3
H
FOR PROPER SEALING BETWEEN THE CONCRETE AND COMPRESSION SEAL.
THIS SHEET. THE SIDES OF THE GROOVE SHALL BE CUT SMOOTH AND ALLOW
RECONSTRUCTED IN THE EXISTING DECK AND TOP OF BACKWALL AS DETAILED ON
THE GROOVE FOR THE PREFORMED ELASTIC NEOPRENE JOINT SHALL BE
NOTE:
5a3
THE GROOVE IN THE EXISTING DECK AND NEW TOP OF BACK WALL.
BE FULL COMPENSATION FOR INSTALLING THE NEW JOINT AND RECONSTRUCTING
QUANTITIES. THE PRICE FOR "PREFORMED ELASTIC NEOPRENE JOINT" SHALL
SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER FOOT BASED ON PLAN
THE NUMBER OF FEET OF PREFORMED ELASTIC NEOPRENE JOINT INSTALLED
NOTE:
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
9/30/2013 9:46:09 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680113s009 11x17_pdf.pltcfg
10•
EXISTING
MATCH
1'-
11•
•
2'-
10
1'-4
1'-0
1'-3ˆ
1'-0
RAIL
RAIL
10
10
3'-
0
3'-
0
3'-
0
3'-
0
9
1'-
4
1'-
4
3 1ˆ
11
1'-3ˆ
3
1'-3ˆ
1ˆ
11
2`SP.`@5•
=`11
10
PART PLAN
SLAB SIDE
ABUT. WALL SIDE
EXISTING VERTICAL
EXISTING HORIZONTAL
BARS IN WINGWALL
EXISTING VERTICAL
EXISTING HORIZONTAL
BARS IN WINGWALL TO
BE CUT AS NECESSARY
AND INCORPORATED
INTO NEW WORK.
( RAIL NOT SHOWN ) PART PLAN
ABUT. WALL SIDESLAB SIDE
5f1
6e1
5f1
EXISTING
HORIZONTAL
BARS IN RAIL
NEEDED.
BARS IN RAIL. CUT AS
EXISTING HORIZONTAL
( SHOWING RAIL`)
RAIL
RAIL
H H
SECTION K-K
5f1
5f1GUTTERLINE
6e1
INTO NEW WORK.
INCORPORATE
EXISTING BARS
SHAPE NO.BAR LENGTH WEIGHTLOCATION
6e1 6
REINFORCING STEEL EPOXY COATED - TOTAL (LBS)
BENT BAR DETAILS
5g1 12
BARRIER RAIL, VERTICAL
WALL, LONGITUDINAL
2'-7
11
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D=PIN DIAMETER
D=2•
5f1 4 2'-7BARRIER RAIL, HORIZONTAL HAIRPIN 11
23
8
7†
7†
SECTION H-H
5g1
6e1
9
3Ž
3Ž
BEVELED 2x4
FORMED WITH
CONSTR. JOINT
PERMISSIBLE
(MISC)".
IN UNIT PRICE BID FOR "STRUCTURAL CONCRETE
CONDUITON EACH SIDE. COST TO BE INCLUDED
PROVIDE 3 HOLES FORMED WITH 1"½ PLASTIC
K
K
BARS IN WINGWALL
BARS IN WINGWALL
EPOXY`COATED`REINF.`BAR`LIST`-`ONE`END
0'-11
| ABUT. BRG.
| ABUT. BRG.
5g1
WEST ABUTMENT REPAIR DETAILS
45
5f1
6e1
5g1
BARS
VERTICAL
EXISTING
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
9/30/2013 9:46:11 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680113s010 11x17_pdf.pltcfg
2
2
2
2
23 SP
A.
@ 1'-
6 = 34'-
6; 2
4
AN
CH
ORS E
AC
H SID
E
RAIL
10
3'-
0
WI
NG
WA
LL
RAIL
103'-
0
WI
NG
WA
LL
1'-0
3'-
0
CU
RB
10
10
1'-6
1'-0
7‹ 2'-6‚
1'-2
1'-
3…
1'-
3…
1'-0
{ …" x`9`x`2'-0
1'-2
1'-10• 1'-3
3'-
0
CU
RB
11
10
PART PLAN
B
FOR PLATE TRAVEL
• RECESS IN CURB
GUTTERLINE
FROM THESE POINTS
BEND UP EXTRUSION 30°
B
FROM THESE POINTS
BEND UP EXTRUSION 30°
AA
FOR PLATE TRAVEL
• RECESS IN CURB
C
C
| ROADWAY & CONSTRUCTION JOINT
TRAFFIC
GUTTERLINE
TRAFFIC
D
D
EAST ABUTMENT SHOWN
( RAIL SHOWN`)
SECTIONS A-A, B-B, C-C, AND D-D.
SEE DESIGN SHEET NO.`11 FOR DETAILS OF
EAST`ABUT.`EXPANSION`DEVICE`DETAILS
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
9/30/2013 9:46:12 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680113s011 11x17_pdf.pltcfg
•
2
2
‚•
1…
4„
BLOCKOUTEDGE OF
4} 4}
6
30°
ƒ" MIN.
‚" C
L.
2
2
‚"
30°
2
1"
4
•"
MIN.
4
1"
TY
P. ‚" C
L.
RECESS
1'-2 CURB
4
"D"
"D"+•
‚‚
{ …" x`9`x`2'-0
12
CURB PLATE NOTE:
ACCORDANCE WITH ARTICLE 4100.07 OF THE STANDARD SPECIFICATIONS.
PLATES, BOLTS, NUTS, AND CAP SCREWS ARE TO BE GALVANIZED IN
STEEL. THE BOLTS SHALL MEET THE REQUIREMENTS OF ASTM A-307. THE
`THE MATERIAL USED FOR THE CURB PLATES IS TO BE ASTM A-36
E
E
4 2
1"
3
1• 1•
1•
•
•
•
60° ‰
TYP.
‚
GROUND FLUSH
CONCRETE TO BE
IN CONTACT WITH
ALL SURFACES NOT
†"½ GALVANIZED BOLT
‰60°
TYP.H.T.S. BOLT
†"½`x`0'-2‚
{ •`x`3`x`4•
VIEW E-E
{ •`x`3`x`4•
SYMMETRICAL
DETAILS ARE
SPLICE DETAIL
EXTRUSION FIELD
STAGE CONSTRUCTION NOTES:
ALL CURB PLATES INCLUDING THEIR ANCHORAGES SHALL BE GALVANIZED.
WITH MATERIALS IM 140.
GALVANIZED COATING DAMAGED BY FIELD WELDING SHALL BE REPAIRED IN ACCORDANCE
STEEL EXTRUSIONS ARE TO BE INSTALLED IN STAGES.
OF THE EXTRUSION WHERE THE NEOPRENE GLAND IS TO BE LOCATED.
ARE TO BE GROUND FLUSH. NO WELD SHALL BE PERMITTED IN THE INTERNAL SECTION
SINGLE-V-GROOVE WELD AS DETAILED. ALL SURFACES NOT IN CONTACT WITH CONCRETE
DETAILED. PIECES SHALL BE JOINED WITH A PRE-QUALIFIED PARTIAL PENETRATION
FIELD SPLICES IN THE STEEL EXTRUSION SHALL BE MADE IN THE LOCATIONS
SECTION D-D
STEEL EXTRUSION
‚
‚
SECTION C-C
2-{`…`x`1‚`x`1'-0
{`•`x`3`x`6
OR BACKWALL
TOP OF DECK(SEE TABLE)
SETTING, "D"
JOINT
EXPANSION
PORTION OF THE DECK.
UNDERSIDE OR SHADED
TEMPERATURES ON THE
SHOWN ARE CONCRETE DECK
PORTIONAL. TEMPERATURES
TEMPERATURES ARE PRO-
JOINT SETTINGS FOR OTHER
NOTE:
OR BACKWALL
TOP OF DECK
1'-6 |-|.
SPACED AT MAX.
ANCHORAGE SYSTEM
BLOCKOUT DETAIL
FACE OF CURB
NEOPRENE GLAND.
INSTALLATION OF
AREAS AS SHOWN FOR
BLOCK OUT FLARED
OR BACKWALL
TOP OF DECKOR BACKWALL
TOP OF DECK
( NOT SHOWING CURB COVER PLATE )
2" LONG HEX. NUT
ƒ"½`x`8" BENT BOLT
END OF BLOCKOUT
FLUSH.
CUT END OF GLAND
END OF EXTRUSION.
CAP SCREW (`SEE DTL.`)
ƒ"½`x`1" (MIN.) CSK
‰60°
AS NOTED
ALL AROUND EXCEPT
STEEL EXTRUSION
SECTION B-B
FACE OF CURB
‚" BELOW THE
DEPRESS …" {
TOP OF CURB
PLATE TRAVEL
CURB FOR
•" RECESS IN
GUTTER LINE
MATCH EXISTING
CAP SCREWS ( SEE DTL.)
| ƒ"½`x`1" (MIN.) CSK.
2" LONG HEX. NUT
ƒ"½`x`8" BENT BOLT
TRAFFIC
TOP OF CURB
OR BACKWALL
TOP OF DECK
COVER PLATES)
REMOVED IF NECESSARY. (TYP. ALL …"
THE PLATE SO THAT THE PLATE CAN BE
PREVENT CONCRETE FROM ADHERING TO
OR SOME OTHER SATISFACTORY MEANS TO
TO BE PAINTED WITH A COLORLESS OIL,
THIS PORTION OF THE …" COVER PLATE IS
SECTION A-A
STEEL EXTRUSION
TYPE OF
GLAND
NEOPRENEMANUFACTURER
A
APPROVED EQUAL
WATSON-BOWMAN & ACME CORP.
TABLE OF APPROVED EXPANSION DEVICES
SE-300
REQUIRED
HEX HEAD
BE PLACED ON THE ONCOMING TRAFFIC SIDE.
SYSTEM FOR THE …" BARRIER PLATES ARE ALWAYS TO
CONTRACTOR TO NOTE THAT THE CAP SCREW ANCHORAGE
BOLT DETAIL
ƒ½`x`8" BENT
MANUFACTURER FURNISHING THE JOINT.
THE DIMENSION MAY VARY SLIGHTLY DEPENDING ON
USED FOR ALL OUT TO OUT DIMENSIONS OF SLAB.
ON MANUFACTURER FURNISHING THE JOINT.
THIS DIMENSION MAY VARY SLIGHTLY DEPENDING~
~~
59 1
1•" 2‹"�»¿
JOINT OPENING "D" AT TEMP. OFNEOPRENE GLAND
SE-300
END OF CONCRETE
EXPANSION OPENING DETAIL
~
~~
~
TABLE OF JOINT SETTINGS
*`M.I.T.
& CURB SECTIONS.
END OF BARRIER RAIL
*`M.I.T. = MAXIMUM INSTALLATION TEMPERATURE.
11
(DRAWN FOR 0° SKEW FOR ILLUSTRATION PURPOSES)
(DRAWN FOR 0° SKEW FOR ILLUSTRATION PURPOSES)
THIS RECESSED AREA.
PLATE WILL BE ABLE TO MOVE FREELY IN
THE …" BENT PLATE IS INSTALLED THE
RECESSED AREA BE FORMED SO THAT WHEN
NOTE: IT IS INTENDED THAT THE • INCH
INSTALLATION
FOR GLAND
OPENING
MINIMUM
1•"
TESTING AND REPAIR NOTES.
NEOPRENE GLAND NOTES, AND WATERTIGHT INTEGRITY
NOTES CONTAINING THE STEEL EXTRUSION NOTES,
SEE DESIGN SHEET 10 FOR EXPANSION DEVICE
NOTE:
2"
SCREW DETAIL
CAP
CAP SCREW
FLAT HEAD
COUNTERSUNK SOCKET
ƒ"½ GALVANIZED STEEL
OF SECTIONS A-A, B-B, C-C, AND D-D.
SEE DESIGN SHEET NO. 10 FOR LOCATIONS
EAST`ABUT.`EXPANSION`DEVICE`DETAILS
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
9/30/2013 9:46:13 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680113s012 11x17_pdf.pltcfg
13
12
AFTER INSTALLATION OF EACH NEOPRENE GLAND, THE CONTRACTOR SHALL PERFORM
WATERTIGHT INTEGRITY TESTS AT THE DECK LEVEL TO DETECT ANY LEAKAGE. THE
TESTS ARE TO CHECK FOR LEAKAGE AT THE UPTURNED ENDS OF THE EXPANSION DEVICE
AND FOR LEAKAGE ALONG THE EXPANSION DEVICE ACROSS THE DECK AND ANY MEDIANS
OR SIDEWALKS. THE CONTRACTOR MAY CONDUCT A SINGLE TEST OF THE ENTIRE DEVICE
INCLUDING UPTURNED ENDS OR MAY CONDUCT SEPARATE TESTS OF UPTURNED ENDS
AND ONE OR MORE TESTS OF OVERLAPPING LENGTHS BETWEEN THE UPTURNED ENDS.
AT EACH UPTURNED END OF THE EXPANSION DEVICE, THE CONTRACTOR SHALL BLOCK
OUT ON THE DECK AT LEAST 3 FEET OF THE EXPANSION DEVICE LEADING TO THE UPTURNED
END AND FLOOD THE AREA. A MINIMUM WATER DEPTH OF 3" SHALL BE MAINTAINED AT
THE GUTTERLINE FOR AT LEAST 30 MINUTES. DURING THE TEST, THE INSPECTOR SHALL
OBSERVE FOR ANY OVERFLOW AT THE UPTURNED END. AT THE CONCLUSION OF THE TEST
THE INSPECTOR WILL EXAMINE THE UNDERSIDE OF THE JOINT FOR LEAKAGE. THE
EXPANSION DEVICE IS CONSIDERED WATERTIGHT IF THE INSPECTOR OBSERVES NO
OVERFLOW DURING THE TEST AND IF NO DRIPPING WATER OR WATER DROPLETS ARE
VISIBLE IN THE UNDERDECK AREAS NEAR THE UPTURNED END.
THE CONTRACTOR SHALL TEST THE EXPANSION DEVICE BETWEEN UPTURNED ENDS BY
BLOCKING OUT AND COVERING THE DEVICE WITH PONDED OR FLOWING WATER TO A
DEPTH OF AT LEAST 1" AT ALL POINTS, FOR AT LEAST 30 MINUTES. VERTICAL CURB SURFACES
MAY BE TESTED WITH AN UNNOZZLED HOSE DELIVERING APPROXIMATELY ONE GALLON PER
MINUTE DIRECTED TO FLOW OVER THE ENTIRE CURB HEIGHT FOR 30 MINUTES. AT THE
CONCLUSION OF THE TEST, THE INSPECTOR WILL EXAMINE THE UNDERSIDE OF THE JOINT
FOR LEAKAGE. THE EXPANSION DEVICE IS CONSIDERED WATERTIGHT IF NO DRIPPING WATER
OR WATER DROPLETS ARE VISIBLE IN THE UNDERDECK AREAS ALONG THE FULL LENGTH OF
THE EXPANSION JOINT. DAMP CONCRETE THAT DOES NOT SHOW DRIPPING WATER OR WATER
DROPLETS IS NOT CONSIDERED A SIGN OF LEAKAGE.
IF THE EXPANSION DEVICE LEAKS AT AN UPTURNED END OR ALONG ITS LENGTH, THE
CONTRACTOR SHALL LOCATE THE LEAK(S) AND TAKE REPAIR MEASURES TO STOP THE
LEAKAGE. THE REPAIR MEASURES SHALL BE AS RECOMMENDED BY THE MANUFACTURER
AND APPROVED BY THE ENGINEER PRIOR TO BEGINNING CORRECTIVE WORK.
IF MEASURES TO ELIMINATE LEAKAGE ARE TAKEN, THE CONTRACTOR SHALL PERFORM
SUBSEQUENT WATERTIGHT INTEGRITY TESTS SUBJECT TO THE SAME CONDITIONS AS
THE ORIGINAL TEST.
THE NEOPRENE GLAND IS TO BE PLACED AS ONE CONTINUOUS PIECE FROM END TO END
OF THE STEEL EXTRUSION.
THE NEOPRENE GLAND SHALL CONFORM TO ASTM-2628 MODIFIED TO EXCLUDE RECOVER
TEST AND COMPRESSION SET.
THE NUMBER OF FEET OF NEOPRENE GLAND INSTALLED SHALL BE PAID FOR AT THE CONTRACT
PRICE PER FOOT BASED ON PLAN QUANTITIES. THE PRICE FOR "NEOPRENE GLAND INSTALLATION
AND TESTING" SHALL BE FULL COMPENSATION FOR INSTALLING AND TESTING OF THE NEW
NEOPRENE GLAND. THIS WORK WILL CONSIST OF CLEANING THE EXTRUSION, INSTALLATION OF
THE NEOPRENE GLAND AND WATER TIGHT TESTING OF THE EXPANSION JOINT SYSTEM. ALL
WORK AND MATERIALS NECESSARY FOR THE INSTALLATION OF THE NEOPRENE GLAND SHALL
COMPLY WITH THE RECOMMENDATIONS OF THE EXPANSION JOINT MANUFACTURER. THE PRICE
BID FOR "NEOPRENE GLAND INSTALLATION AND TESTING" SHALL INCLUDE ALL WATERTIGHT
INTEGRITY TESTING, LEAK REPAIRS AS DIRECTED BY THE ENGINEER, AND SUBSEQUENT
WATERTIGHT TESTING UNTIL A LEAK FREE INSTALLATION IS ACHIEVED.
THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP DRAWINGS OF THE EXPANSION
DEVICES SHOWING LAYOUT, MATERIAL TO BE USED, AND PROVISIONS FOR THE HOLDING
DEVICE DURING PLACEMENT OF CONCRETE.
THE EXPANSION DEVICE SHALL BE GALVANIZED AFTER WELDING. ALL CURB PLATES
INCLUDING THEIR ANCHORAGES SHALL BE GALVANIZED.
THE EXPANSION DEVICE IS TO BE PARALLEL TO GRADE.
GRADE OF STRUCTURAL STEEL FOR THE EXPANSION DEVICE SHALL BE ASTM A36.
BLOCKOUT DETAILS MAY BE ALTERED FROM THOSE SHOWN PROVIDED THE GLAND MAY
BE INSTALLED AND REMOVED IF NECESSARY AND THE CURB AREA REMAINS WATERTIGHT.
INDIVIDUAL LENGTH OF PIECES SHALL BE CHOSEN SO THAT A MINIMUM NUMBER OF
SPLICES IS REQUIRED. ALL PIECES SHALL BE JOINED WITH A PREQUALIFIED PARTIAL
PENETRATION SINGLE GROOVE WELD AS DETAILED, AND ALL SURFACES NOT IN CONTACT
WITH CONCRETE ARE TO BE GROUND FLUSH. NO WELD SHALL BE PERMITTED IN THE
INTERNAL SECTION OF THE EXTRUSION WHERE THE NEOPRENE GLAND IS TO BE LOCATED.
THE NUMBER OF FEET OF STEEL EXTRUSION INSTALLED SHALL BE PAID FOR AT THE
CONTRACT PRICE PER FOOT BASED ON PLAN QUANTITIES. THE PRICE BID FOR "STEEL
EXTRUSION JOINT W/NEOPRENE" SHALL INCLUDE THE COST OF FURNISHING BUT NOT
THE COST OF INSTALLING THE NEOPRENE GLAND. THE CONTRACT PRICE BID FOR "STEEL
EXTRUSION JOINT W/NEOPRENE" SHALL BE FULL COMPENSATION FOR FURNISHING AND
INSTALLING STEEL EXTRUSIONS. THIS WORK WILL CONSIST OF FURNISHING ALL REQUIRED
MATERIALS, (INCLUDING THE …" PLATES AT THE CURBS AND THEIR ANCHORAGE SYSTEMS),
AND THE INSTALLATION AND ADJUSTMENT OF THE EXPANSION JOINTS IN ACCORDANCE
WITH THE DETAILS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. THE
FURNISHING AND INSTALLATION OF ALL NECESSARY HARDWARE AND ACCESSORIES AS
SUPPLIED BY THE EXPANSION JOINT MANUFACTURER ARE TO BE INCLUDED IN THIS WORK,
INCLUDING THE ANCHORAGE SYSTEM AND ANY TEMPORARY ERECTION MATERIAL. ALL WORK
AND MATERIALS FOR THE INSTALLATION OF THE EXPANSION JOINTS ARE TO COMPLY
WITH THE WRITTEN RECOMMENDATIONS OF THE EXPANSION JOINT MANUFACTURER.
CAP SCREWS SHALL BE COUNTERSUNK ˆ" BELOW TOP OF THE PLATE. THE MINIMUM
STEEL EXTRUSION NOTES: NEOPRENE GLAND NOTES: WATERTIGHT INTEGRITY TESTING AND REPAIR NOTES:
SHOP SPLICES OF THE STEEL EXTRUSION WILL BE PERMITTED. PRIOR TO MAKING SHOP
SPLICES STEEL EXTRUSION PIECES SHALL HAVE A MINIMUM LENGTH OF 15 FEET. THE
AND TESTING OF NEOPRENE GLAND AT NO EXTRA CHARGE TO THE STATE.
REQUIRED WORK HAS BEEN COMPLETED, THE CONTRACTOR SHALL COMPLETE INSTALLATION
IF THE CONTRACTOR IS REQUIRED TO RETURN TO THE PROJECT SITE AFTER ALL OTHER
THE PROJECT SITE TO COMPLETE INSTALLATION AND TESTING OF THE NEOPRENE GLAND.
OTHER REQUIRED WORK, IT WILL BE NECESSARY FOR THE CONTRACTOR TO RETURN TO
THE SPECIFIED TEMPERATURE RANGE BEFORE THE CONTRACTOR HAS COMPLETED ALL
DECK ADJACENT TO THE JOINTS. IF THE DECK TEMPERATURE DOES NOT FALL WITHIN
BE MEASURED BY RECORDING THE SURFACE TEMPERATURES ON THE UNDERSIDE OF THE
AND THE MINIMUM OPENING SHOWN IN THESE PLANS. THE DECK TEMPERATURE SHALL
THE CONTRACTOR SHALL INSTALL THE GLAND ABOVE THE MINIMUM TEMPERATURE OF 45°
EAST`ABUT.`EXPANSION`DEVICE`DETAILS
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
3D VIEW FOR ELECTRONIC VIEWING
13
14
WATSON-BOWMAN & ACME CORP. EXPANSION DEVICE.
D.S. BROWN EXPANSION DEVICE SHOWN. SIMILAR FOR
THE ORIGINAL VIEW.
HOUSE ICON ) IN ADOBE ACROBAT READER TO RETURN TO
THE STRUCTURE. CLICK ON THE DEFAULT VIEW ICON (THE
TO CLARIFY THE DESIGN DETAILS AS AN AID IN REPAIR OF
SHOWN ON THE PREVIOUS SHEETS. THIS SHEET IS INTENDED
THIS STRUCTURE SHALL BE CONSTRUCTED FROM DIMENSIONS
YOU WILL BE ABLE TO ZOOM IN OR OUT, PAN, ROTATE, ETC.
THIS IS A 3D FILE THAT CAN BE VIEWED ELECTRONICALLY.
9/30/2013 9:46:15 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680113s013 11x17_pdf.pltcfg
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 583+37.00 (US 34)
58'-0 END SPANS 74'-0 INTERIOR SPAN
MONROE COUNTY
13 30708 113
190'-0`x`30'-0 CONTINUOUS
º-BEAM BRIDGE
DESIGN FOR REPAIRS TO A 37°`19' L.A. SKEW
ESTIMATED BRIDGE REPAIR QUANTITIES
ITEM NO. ITEM CODE ITEM UNIT TOTAL AS BUILT QUAN.
1 2104-2713020 CY 1,760.0EXCAVATION, CLASS 13, CHANNEL
2 2401-6750001 LS 1.00REMOVALS, AS PER PLAN
3 2402-0425031 TON 2,300.0GRANULAR BACKFILL
4 2403-0100000 CY 40.8STRUCTURAL CONCRETE (MISCELLANEOUS)
5 2404-7775005 LB 4,257REINFORCING STEEL, EPOXY COATED
6 2507-3250005 SY 1,975.0ENGINEERING FABRIC
7 2507-6800061 TON 2,100.0REVETMENT, CLASS E
8 2508-0970000 LS 1.00CONTAINMENT
9 2508-0991000 LS 1.00PAINTING OF STRUCTURAL STEEL
10 2533-4980005 LS 1.00MOBILIZATION
ESTIMATE REFERENCE INFORMATION
ITEM CODE DESCRIPTIONITEM
NO.
1 2104-2713020 EXCAVATION, CLASS 13, CHANNEL
INCLUDES ALL WORK IN PREPARATION OF GRADE FOR PLACEMENT OF REVETMENT INCLUDING EXCAVATION TO THE LIMITS SHOWN
ON THE DRAWINGS, BACKFILL UTILIZING EXCAVATED MATERIAL, CUTTING EXISTING WOOD PILING AND VEGETATION, AND DISPOSAL OF
EXCESS EXCAVATED MATERIAL. THE BOUNDING LIMITS IN ACCORDANCE WITH ARTICLE 2402.04, B, OF THE STANDARD SPECIFICATIONS
ARE NOT APPLICABLE.
EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR OFF OF THE PROJECT SITE.
2 2401-6750001 REMOVALS, AS PER PLAN
INCLUDES ALL WORK FOR REMOVAL AND OFF-SITE DISPOSAL OF PORTIONS OF THE EXISTING SLAB, CURB, RAIL, AND BACKWALL
CONCRETE.
REMOVAL OF SCHEDULED ITEMS SHALL BE IN ACCORDANCE WITH SECTION 2401, OF THE STANDARD SPECIFICATIONS.
ANY DAMAGE TO MATERIAL NOT TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED AT NO EXTRA
COST TO THE STATE.
3 2402-0425031 GRANULAR BACKFILL
ESTIMATED AT 1.7 TON/CY.
GRANULAR BACKFILL WILL BE MEASURED IN TONS OF MATERIAL PLACED.
INCLUDES FURNISH AND PLACEMENT OF BACKFILL MATERIAL DUE TO AN ANTICIPATED DEFICIT IN ON-SITE EXCAVATED
MATERIAL. GRANULAR BACKFILL SHALL NOT BE PROCURED AND DELIVERED TO THE SITE UNTIL COMPLETION OF ROUGH GRADING
INDICATES ADDITIONAL MATERIAL IS NEEDED TO FINISH TO THE LINES AND GRADES SHOWN ON THE DRAWINGS, OR AS DIRECTED
BY THE ENGINEER.
4 2403-0100000 STRUCTURAL CONCRETE (MISCELLANEOUS)
INCLUDES CLEANING AND SEALING EXISTING CONCRETE RAIL, CURB AND ABUTMENT SEATS.
5 2404-7775005 REINFORCING STEEL, EPOXY COATED
INCLUDES MECHANICAL SPLICERS IN THE ABUTMENT BACKWALL.
6 2507-3250005 ENGINEERING FABRIC
ENGINEERING FABRIC SHALL BE MATERIAL AS SPECIFIED FOR EMBANKMENT EROSION CONTROL IN ACCORDANCE WITH
ARTICLE 4196.01,B,3, OF THE STANDARD SPECIFICATIONS.
7 2507-6800061 REVETMENT, CLASS E
ESTIMATED AT 1.6 TON/CY.
8 2508-0970000 CONTAINMENT
- -
9 2508-0991000 PAINTING OF STRUCTURAL STEEL
INCLUDES COST OF PREPARING AND PAINTING THE ABUTMENT BEARING STRUCTURAL STEEL AS NOTED IN THESE PLANS.
REFER TO SECTION 2508 OF THE STANDARD SPECIFICATIONS.
10 2533-4980005 MOBILIZATION
- -
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ELSEWHERE IN THESE PLANS.
ROADWAY QUANTITIES SHOWN
NOTE:
QUANTITIES
1
15COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 593+15.00 (US 34)
81'-3 INTERIOR SPAN
MONROE COUNTY
8 30708 213
205'-0`x`30'-0 PRESTRESSED
63'-11• & 59'-9• END SPANS
DESIGN FOR REPAIRS TO A 15° L.A. SKEW
PRETENSIONED`CONCRETE`BEAM`BRIDGE
10/15/2013 10:35:34 AM jcolle pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\6803402012\BRFinal\68034500.brg 680213s002 11x17_pdf.pltcfg
1'-0
16
GENERAL NOTES
2
TYPE OF WORK DES. NO.
AT THIS SITE
DESIGN HISTORY
562 ORIGINAL DESIGN
189
TRAFFIC CONTROL PLAN
NOTE: THE ROADWAY WILL BE OPEN
TO THRU TRAFFIC. REFER TO THE
TRAFFIC CONTROL PLAN SHOWN
ELSEWHERE IN THESE PLANS.
DESIGN STRESSES: DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE WITH
CONCRETE IN ACCORDANCE WITH SECTION 8, f'c = 3,500 PSI.
REINFORCING STEEL IN ACCORDANCE WITH SECTION 8, GRADE 60.
SPECIFICATIONS: DESIGN: AASHTO SERIES OF 2002.
CONSTRUCTION: IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SERIES OF 2002.
ON THIS PROJECT.
AND SPECIAL PROVISIONS SHALL APPLY TO CONSTRUCTION WORK
DEVELOPMENTAL SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS
APPLICABLE GENERAL SUPPLEMENTAL SPECIFICATIONS,
FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2012, PLUS
LOCATION:
THESE BRIDGE PLANS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION
(`5a1 IS † INCH DIAMETER BAR`). ENGLISH REINFORCING STEEL RECEIVED IN
THE FIELD MAY DISPLAY THE FOLLOWING "BAR DESIGNATION". THE "BAR
DESIGNATION" IS THE STAMPED IMPRESSION ON THE REINFORCING BARS, AND
IS EQUIVALENT TO THE BAR DIAMETER IN MILLIMETERS.
ENGLISH SIZE 3 4 5 6 `7 8 9 `10 11
BAR DESIGNATION 10 13 16 19 22 25 29 32 36
GENERAL NOTES
HIGHWAY DIVISION - IOWA D.O.T. - AMES.
REPAIR SHALL CONSIST OF THE FOLLOWING:
6. CLEAN AND SEAL CONCRETE RAILS.
CONSTRUCTION SHALL BE DONE IN STAGES WITH AT LEAST ONE LANE TRAFFIC
MAINTAINED AT ALL TIMES IN ACCORDANCE WITH "TRAFFIC CONTROL PLAN" NOTE.
CONSTRUCTION STAGES 1 & 2 AS DETAILED ON THESE PLANS MAY BE REVERSED
ALL DIMENSIONS AND DETAILS SHOWN ON THESE PLANS PERTINENT TO NEW
CONSTRUCTION SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE
STARTING CONSTRUCTION.
FAINT LINES ON PLANS INDICATE EXISTING PORTIONS OF THE BRIDGE.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR
IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO
BE WITHIN THE CONSTRUCTION LIMITS SHALL BE NOTIFIED BY THE BRIDGE
CONTRACTOR OF THE STARTING DATE.
DECK OVERLAY & RETROFIT RAIL
COST.
BY THE ENGINEER SHALL BE PROVIDED BY THE BRIDGE CONTRACTOR AT NO ADDITIONAL
FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE METHOD OF PROTECTION APPROVED
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE DECK OR BACKWALL
TO A MAXIMUM OF 10 DEGREES FROM VERTICAL.
STATED OTHERWISE. IN ADDITION, THE BEVEL USED ON THE KEYWAY SHALL BE LIMITED
KEYWAY DIMENSIONS SHOWN ON THE PLANS ARE BASED ON NOMINAL DIMENSIONS UNLESS
INCORPORATED INTO NEW CONSTRUCTION.
LONGITUDINAL CURB AND RETROFIT RAIL REINFORCING EXPOSED IS TO BE
ALL CONCRETE REMOVALS SHALL BE INITIATED WITH A ƒ" SAWCUT. ALL SLAB AND
THESE PLANS.
RESPONSIBLE FOR THE COMPLETION OF ALL WORK AS DETAILED AND NOTED IN
THE BRIDGE CONTRACTOR WILL BE THE ONLY CONTRACTOR AT THE SITE AND IS
202
STEEL".
SHALL BE INCLUDED IN THE PRICE BID ITEM "PAINTING OF STRUCTURAL
THE DRY PAINT SHOULD APROXIMATE THE COLOR OF CONCRETE. THIS WORK
PRIMER AND FINAL COAT AS APPROVED BY THE ENGINEER. THE COLOR OF
SURFACES ARE TO BE GIVEN ONE COAT OF BOTH A RUST INHIBITOR TYPE
ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) SP3.
NON-BLASTING METHOD IS REQUIRED. SURFACES SHALL BE PREPARED IN
CLEANING THE ABUTMENT BEARING PLATES BY VACUUM BLASTING OR BY A
INCLUDED IN THE PRICE BID FOR "CONTAINMENT".
DESIGNATED FACILITY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND
2508. ALL COSTS ASSOCIATED WITH HAULING AND DEPOSITING OF WASTE AT THE
CONTAINMENT AND DISPOSAL OF WASTE SHALL BE IN ACCORDANCE WITH SECTION
BACKWALL SHALL BE INCIDENTAL TO THE COST OF THE APPROACH PAVEMENT.
THE SMALL AMOUNT OF EXCAVATION AND BACKFILL REQUIRED TO CONSTRUCT THE
FROM WORK AREA.
1. INSTALL CONCRETE TEMPORARY BARRIER RAIL TO REDIRECT TRAFFIC AWAY
ABUTMENT ENDS OF BEAMS.
4. SEAL THE ENDS OF ALL BEAMS FOR A DISTANCE OF 3 FEET AT BOTH
5. CLEAN AND REPAINT THE RUSTED ABUTMENT BEARING PLATES.
PRESENT FLOOR THICKNESS IS ABOUT 7• INCHES, INCLUDING THE EXISTING
OVERLAY. THE CONTRACTOR SHALL EXERCISE CARE IN REMOVING CONCRETE
IN ORDER TO PREVENT UNNECESSARY UNBONDING OF REINFORCING STEEL.
IN THE ABUTMENT.
MECHANICAL COUPLES WILL BE REQUIRED FOR LONGITUDINAL REINFORCING STEEL
IT SHALL BE THE BRIDGE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SITES
FOR EXCESS MATERIAL (EXCAVATION OR BROKEN CONCRETE). NO PAYMENT FOR
OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES.
IT WILL BE NECESSARY TO SUPPORT THE EARTH AND/OR GRANULAR MATERIAL BEHIND
THE ABUTMENT DURING RECONSTRUCTION OF THE ABUTMENT BACKWALLS BY SOME
METHOD APPROVED BY THE ENGINEER.
CONCRETE SEALER AT ABUTMENTS.
BRIDGE SEAT SHALL RECIEVE APPLICATION OF
BARRIER RAIL END SECTION
AT THE CONTRACTOR'S OPTION SUBJECT TO THE ENGINEER'S APPROVAL. SEE
ROAD SHEETS INCLUDED IN THIS PLAN FOR DETAILS.
7. RECONSTRUCT RETROFIT RAIL END SECTIONS.
THIS DESIGN IS FOR REPAIRS TO THE EXISTING 205'-0 x 30'-0 PRETENSIONED
PRESTRESSED CONCRETE BEAM BRIDGE, WITH A 15° L.A. SKEW, ON HWY 34
AVAILABLE TO THE CONTRACTOR. CONTACT THE OFFICE OF CONTRACTS -
OVER CEDAR CREEK. COPIES OF ORIGINAL DESIGN PLANS WILL BE MADE
AREA ONLY.
ON EXISTING RAIL
CONCRETE SEALER
APPLICATION OF
TYP. AREA TO RECEIVE
SEALER AREA
DETAIL OF CONCRETE
8. CONSTRUCT NEW 70' LONG APPROACH SECTIONS AND UPDATE GUARDRAIL.ITEM "STRUCTURAL CONCRETE (MISCELLANEOUS)".
AND SEALING OF THE CONCRETE RAILS SHALL BE INCLUDED IN THE UNIT PRICE BID
THE NEW SECTIONS SHALL NOT BE SEALED. ALL COSTS ASSOCIATED WITH CLEANING
STANDARD SPECIFICATION 2403.03,P,3. IF NEW SECTIONS OF RAIL ARE CONSTRUCTED,
OF DECK FROM GUTTERLINE ARE TO BE CLEANED AND SEALED IN ACCORDANCE WITH
THE TOP AND INTERIOR FACES OF THE EXISTING CONCRETE RAILING AND ONE FOOT
LONGITUDE -92.8950930
LATITUDE 41.01111627
FHWA NO. 037390
BRIDGE MAINT. NO. 6863.4S034
MONROE COUNTY
GUILFORD TWP.
SECTIONS 26
T-72N R-18W
US 34 OVER CEDAR CREEK
AS DETAILED IN THIS PLAN.
2. REMOVE ABUTMENT BACKWALLS, DIAPHRAGMS, CURB, AND BARRIER END SECTIONS
3. CONSTRUCT SEMI-INTEGRAL ABUTMENTS.
9. RESHAPE BERMS AND PLACE RIPRAP.
A SCRAPE SAMPLE WAS TAKEN FROM AN AREA OF THIS BRIDGE TO GET AN
INDICATION OF THE EXISTENCE OF AND LEVEL OF TOTAL CHROMIUM AND TOTAL
THESE ANALYSES SHOW THE EXISTENCE OF THESE TWO TOXIC
CONSTITUENTS. LEVELS INDICATED BY THESE TESTS COULD CREATE
CONDITIONS ABOVE REGULATORY LIMITS FOR HEALTH AND SAFETY
REQUIREMENTS. NO OTHER CONSTITUENTS WERE ANALYZED. THE BIDDER
SHOULD NOT RELY ON THE DEPARTMENT'S TESTING AND ANALYSIS FOR ANY
PURPOSE OTHER THAN AS AN INDICATION OF THE EXISTENCE OF THESE TWO
TOXIC CONSTITUENTS.
LEAD. ANALYSIS OF TOTAL LEAD ON THIS SAMPLE WAS 8190 PPM.
ANALYSIS OF TOTAL CHROMIUM ON THIS SAMPLE WAS 747 PPM.
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 593+15.00 (US 34)
81'-3 INTERIOR SPAN
MONROE COUNTY
8 30708 213
205'-0`x`30'-0 PRESTRESSED
63'-11• & 59'-9• END SPANS
DESIGN FOR REPAIRS TO A 15° L.A. SKEW
PRETENSIONED`CONCRETE`BEAM`BRIDGE
9/30/2013 9:46:21 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680213s003p 11x17_pdf.pltcfg
85'-
055'-
0
10'-0 TOE
2'-
0
ELEV.=805.40
TOP OF RIPRAP
TOP OF BERM=ELEV.=784.8
TOP OF TOEELEV.=784.8
TOP OF TOE
ELEV.=805.40
TOP OF RIPRAP
BERM ELEV.=809.70
OLD ABUTMENT
(MAY BE JUST POSTS)
FENCE
DO NOT IMPACT
4" TILE SUBDRAIN
ERODED AREA NEAR WING
EXTEND RIPRAP TO COVER
FENCE
REMOVE
WOODY DEBRIS
WOOD PILING
FENCE
DO NOT IMPACT
FIBEROPTIC LINE
EXIST. RIPRAP
DO NOT IMPACT
4" TILE SUBDRAIN
ELEV.=784.8
TOP OF TOE
STREAMBED
CLASS E RIPRAP
ENGINEERING FABRIC
ELEV.=805.40
TOP OF RIPRAP
SITUATION PLAN
BENCH MARK NO. 28 (DESIGN NUMBER 562) - STA 593+85, 110'} LT., SQUARE ON NE ABUTMENT WING WALL - ELEV.=804.55
GENERAL NOTES:
3
17COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 593+15.00 (US 34)
81'-3 INTERIOR SPAN
MONROE COUNTY
8 30708 213
205'-0`x`30'-0 PRESTRESSED
63'-11• & 59'-9• END SPANS
DESIGN FOR REPAIRS TO A 15° L.A. SKEW
PRETENSIONED`CONCRETE`BEAM`BRIDGE
ST
A 592
+00
ST
A 593
+00
ST
A 594
+00
ST
A 595
+00
770 770
LONGITUDINAL SECTION ALONG | ROADWAY
780
790
800
810
820
780
790
800
810
820
HYDRAULIC DATA
Q¬= 19,100 CFS
Q«= 13,900 CFS
Qª= 11,900 CFS
Q = 17,700 CFS
MAIN CHANNEL SLOPE= 7.10 FT./MI.
DRAINAGE AREA= 102 MI¢
200
| U.S. 34
EXIST. ROW PER PLAN
CE
DA
R
CR
EE
K
LOCATION
LONGITUDE -92.891394° W
LATITUDE 41.010839° N
BRIDGE MAINT. NO. 6863.4S034
MONROE COUNTY
GULLFORD TOWNSHIP
SECTION 26
T-72N R-18W
U.S. 34 OVER CEDAR CREEK
LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE. FIELD VERIFICATION IS RECOMMENDED.
ONLY.
FEATURES FROM DESIGN NUMBER 562 ARE DRAWN VERY LIGHTLY ON THIS SHEET AND ARE FOR INFORMATION
DIMENSIONS AND ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON DESIGN PLANS (DESIGN NUMBER 562).
2.5:1 (NORMAL)2.5:1 (NORMAL)
REPAIRED AT NO EXTRA COST TO THE STATE.
ANY DAMAGE TO MATERIAL NOT TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND
REMOVAL OF SCHEDULED ITEMS SHALL BE IN ACCORDANCE WITH SECTION 2401 OF THE SPECIFICATIONS.
WITHIN THE PROJECT AREA.
OF THE BRIDGE. THIS SHOULD NOT BE IMPACTED BY THIS PROJECT. NO OTHER UTILITIES WERE NOTED
THERE IS A FIBEROPTIC LINE ON THE UNDERSIDE OF THE DECK ALONG THE DOWNSTREAM (NORTH) SIDE
OF THE BERMS AND BANKS, INCLUDING THE TOES AND THE ERODED AREA AT THE NORTHEAST WING.
PLACE CLASS E RIPRAP BLANKET 2 FT THICK UNDERLAIN WITH ENGINEERING FABRIC ON ALL GRADED AREAS
'EXCAVATION, CLASS 13, CHANNEL'.
EXCAVATION, REMOVAL OF OLD PILING AND ANY VEGETATION IS TO BE PAID FOR UNDER THE ITEM FOR
THE EXPOSED OLD PILING IN THE CHANNEL SHOULD BE CUT FLUSH WITH THE CHANNEL BOTTOM.
CARE NOT TO DAMAGE THIS TILE.
THROUGH THIS WING. (THIS TILE WAS NOT SEEN DURING THE SITE VISIT.) THE CONTRACTOR IS TO TAKE
ONLY ENOUGH TO PROPERLY PLACE ENGINEERING FABRIC. THE PLANS SHOW A 4-INCH TILE BRIDGE SUBDRAIN
THERE IS AN ERODED AREA ALONG THE NORTHEAST WING. EXCAVATION/GRADING AT THE WING SHOULD BE
THE ITEM FOR 'GRANULAR BACKFILL' FOR RE-USE OF MATERIAL.
SUITABLE EXCAVATED MATERIAL MAY BE USED AS BACKFILL MATERIAL. NO DEDUCTION HAS BEEN MADE TO
EXCAVATE TO PROVIDE FOR AN ENTRENCHED TOE THAT IS 10-FT. WIDE ALONG BOTH BERMS.
EXISTING OLD ABUTMENT.
BRIDGE BEFORE SLOPING TO TIE TO NATURAL GROUND. THE EAST BERM RIPRAP SHOULD TIE IN TO THE
FROM THE UPSTREAM ENDS OF THE PROJECT, THROUGH THE BRIDGE, TO ABOUT 35-FT. DOWNSTREAM OF THE
REGRADE BOTH BERMS FROM ELEVATION 805.40 TO 782.80. THE BERM SHOULD BE GRADED AT 2.5:1 SLOPES
THE REPAIR SHALL CONSIST OF THE FOLLOWING WORK.
OFFICE OF CONTRACTS - HIGHWAY DIVISION -IOWA D.O.T. - AMES.
COPIES OF THE ORIGINAL DESIGN PLANS WILL BE MADE AVAILABLE TO THE CONTRACTOR. CONTACT THE
CONCRETE BEAM (PPCB) BRIDGE ON U.S. 34 OVER CEDAR CREEK, 4.4 MILES WEST OF IA 5, MONROE COUNTY.
THIS DESIGN IS FOR STREAMBANK REPAIRS TO THE EXISTING 205'-0 X 30' PRETENSIONED PRESTRESSED
2.5:1 (NORMAL)
SCHEMATIC OF RIPRAP
SITUATION`PLAN`-`STREAMBANK`REPAIR
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18
ROADWAY
| APPROACH
GUTTER LINE GUTTER LINE
•10•
1‚TEMP. BARRIER RAIL
•10•
1'-6 1'-6
3'-0
1'-6 1'-6
3'-0
30'-0 ROADWAY
1'-10•
15'-015'-0
12'-0 STAGE 1 TRAFFIC LANE
JOINT
STAGE CONSTRUCTION
19'-0 STAGE 1 REMOVALS1"
9
5•
3ˆ
ROADWAY
| APPROACH
GUTTER LINE GUTTER LINE
•10•
1‚TEMP. BARRIER RAIL
•10•
1'-6 1'-6
3'-0
1'-6 1'-6
3'-0
30'-0 ROADWAY
1'-10•
15'-015'-0
JOINT
STAGE CONSTRUCTION
1"
9
5•
3ˆ
12'-0 STAGE 2 TRAFFIC LANE
1"
9
5•
3ˆ
TYPICAL SECTION OF STAGE 1 CONSTRUCTION
TYPICAL SECTION OF STAGE 2 CONSTRUCTION
1"
9
5•
3ˆ
STAGE CONSTRUCTION DETAILS
4
6 BEAM SPACES @ 5'-0 = 30'-0
18'-0 STAGE 1 CONSTRUCTION
1•
18'-0 STAGE 2 CONSTRUCTION
1'-1•
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 593+15.00 (US 34)
81'-3 INTERIOR SPAN
MONROE COUNTY
8 30708 213
205'-0`x`30'-0 PRESTRESSED
63'-11• & 59'-9• END SPANS
DESIGN FOR REPAIRS TO A 15° L.A. SKEW
PRETENSIONED`CONCRETE`BEAM`BRIDGE
9/30/2013 9:46:32 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680213s005 11x17_pdf.pltcfg
9'-6
4'-0†
9'-6
4'-7‡
1'-0
2
2'-1
510
7
4'-6
3'-
030'-
0
RO
AD
WA
Y
4'-10„
7
5
7‚
19
REMOVAL DETAILS
RAIL BREAK LINE
RETROFIT BARRIER
SLAB BREAK LINE
(REMOVE)
ABUT. BACKWALL
(REMOVE)
ABUT. DIPHRAGM
CONCRETE BREAK LINE
CONCRETE BREAK LINE
BREAK LINE
CURB AND SLAB
PART PLAN
SECTION THRU ABUTMENT
| ABUT. BRG.
SLAB
END OF
BACK FACE
ABUT. BACKWALL
FRONT FACE
ABUT. BACKWALL
BACK FACE
ABUT. DIAPHRAGM
FRONT FACE
ABUT. DIAPHRAGM
ABUTMENT REAR ELEVATION
5
(REMOVE PART)
END SECTION
(REMOVE PART)
CURB
(REMOVE PART)
DECK
(REMOVE)
ABUT. BACKWALL
BACKFACEABUTMENT BACKWALL
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 593+15.00 (US 34)
81'-3 INTERIOR SPAN
MONROE COUNTY
8 30708 213
205'-0`x`30'-0 PRESTRESSED
63'-11• & 59'-9• END SPANS
DESIGN FOR REPAIRS TO A 15° L.A. SKEW
PRETENSIONED`CONCRETE`BEAM`BRIDGE
9/30/2013 9:46:34 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680213s006 11x17_pdf.pltcfg
3'-0
3'-
1‚
3'-
1‚
3'-0
66 29 SPA. @ 1'-0 = 29'-0; 30-5k1 AND 30-5k2
30'-0 ROADWAY
4'-
7‡
1'-
6†
1'-
3
3'-
0
1'-
6
4'-
6
6 BEAM SPACES @ 5'-0 = 30'-0
10• 10•
=`3'-3;`6g2
3`SPA.`@`1'-1
3'-0 30'-0 3'-0
15'-0 15'-0
20
ABUTMENT NOTES:
CONCRETE BREAK LINE
#5 BARS
EXISTING LONGIT.
5d15d3
5k2
5k1
5d3
5d2
6g1
5d4
6a1
4d5
COIL ROD (U.A.C.)
EXISTING ƒ"½`x`1'-3
4'-6
1'-63'-0
2'-9ƒ 3`@`0'-3ƒ 3‚
1'-
11'-
31'-
3V
AR.
1'-3
PART PLANSHOWING BACKWALL REINFORCING
SECTION A-A
6g2
4g3
ABUTMENT REAR ELEVATION
JOINT MATERIAL
2"`x`2" PREFORMED
JOINT MATERIAL
‚" PREFORMED
JOINT MATERIAL
‚" PREFORMED
6
ABUTMENT DETAILS
6a1 SPACING
=`0'-11‚
5ƒ
5k2
5d3
5d4
5d4
5d3
5k1
A
A
6g2
6g1
5d1
5d6
5m1
5m1SPLICE COUPLERS
MECHANICAL
BREAK LINE
CURB, AND SLAB
END SECTION,
BREAK LINE
SLAB
BREAK LINE
CURB, AND SLAB
END SECTION,
REFER TO DESIGN SHEET 8 FOR BARRIER RAIL DETAILS.
BY THE BRIDGE CONTRACTOR AT NO EXTRA COST TO THE STATE.
METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE PROVIDED
OR BACKWALL FROM CONSTRUCTION EQUIPMENT, AN APPROPRIATE
IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE BRIDGE DECK
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
GIVEN TWO COATS OF ZINC RICH PAINT.
BY CONCRETE REMOVAL OPERATIONS SHALL BE CUT, CLEANED AND
EXISTING ABUTMENT BACKWALL VERTICAL REINFORCING BARS EXPOSED
REPLACED BY THE CONTRACTOR AT NO EXTRA COST TO THE STATE.
RENDERED UNSERVICABLE BY REMOVAL OPERATIONS SHALL BE
INCORPORATED INTO THE NEW WORK. BARS THAT ARE DAMAGED OR
EXPOSED BY REMOVAL OPERATIONS SHALL BE CUT, CLEANED AND
EXISTING SLAB AND CURB LONGITUDINAL BARS AND BEAM COIL TIESGUTTER LINE GUTTER LINE
GUTTER LINE GUTTER LINE
5c2
5c3
5m1
5m1
4g3 4d54d5
5d35d3
| APPROACH ROADWAY
CROWN LINE
MATCH EXISTING
COATS OF ZINC RICH PAINT.
TO THIS LINE AND APPLY TWO
CUT EXISTING VERTICAL BARS
JOINT FILLER
•" PREFORMED
JOINT FILLER
‚" PREFORMED
COUPLERS
SPLICE
MECHANICAL
5k1
5k2
6g2
5d4
TOP SLAB #5 BARS)
6g1 (SPACE WITH EXISTING
BACK FACE
ABUTMENT BACKWALL
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 593+15.00 (US 34)
81'-3 INTERIOR SPAN
MONROE COUNTY
8 30708 213
205'-0`x`30'-0 PRESTRESSED
63'-11• & 59'-9• END SPANS
DESIGN FOR REPAIRS TO A 15° L.A. SKEW
PRETENSIONED`CONCRETE`BEAM`BRIDGE
9/30/2013 9:46:36 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680213s007 11x17_pdf.pltcfg
2'-10
8Ž
2'-8Ž
3'-0 3'-0
15'-0 15'-0
30'-0 ROADWAY
2'-10
8Ž
2'-8Ž
21
LENGTH SHAPE BAR LOCATION
TOTAL ( LBS. )
NO.
6a1 10SLAB, TRANSV., TOP & BOTT.
REINFORCING BAR LIST - ONE ABUTMENT
16'-11
WEIGHT
5d1 12ABUT. DIAPHR., TRANSV., F.F. 4'-4
5d2 6 3'-5ABUT. DIAPHR., TRANSV., BOTT.
5d3 12ABUT. DIAPHR., TRANSV., TOP & B.F. 18'-4
5d4 4 15'-4PAVING SUPPORT, TRANSV.
4d5 4 18'-4ABUT. DIAPHR., TRANSV., BOTT.
6g1 30ABUT. DIAPHR. & SLAB, TOP
6g2 24 9'-10
5d6 4ABUT. DIAPHR., ENDS
ABUT. DIAPHR., F.F.
4g3 36ABUT. DIAPHR., BOTT.
7'-7
BENT BAR DETAILS
D`=`4•
4'-0
3'-
7
6g1
1'-
0
1'-0
1'-
0
1'-5
1'-
0
1'-0
1'-
0
D=̀̀
2
6
4g3
5k1
5k2
3'-
7
6g2
2'-8
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D`= PIN DIAMETER.
5k1 30
5k2 30
PAVING SUPPORT
PAVING SUPPORT
2'-4
4'-4
3'-5
5c1 4 VARIESCURB
5c2 4 2'-10CURB
D`=`2•4
D`=`2•
D`=`2•
2'-0 TO 2'-3
5c1 & 5c2
5c1
5c22'-6
1'-
3
5c3
1'-1
4 4
D`=`4•
D`=`2•
5c3 6CURB 4'-3
254
10
12
27
54
21
229
64
49
2'-8
5d7 2 2'-4ABUT. DIAPHR., ENDS, BOTT.
11
5
342
354
2'-6 60
1854
TOTAL CONCRETE
CONCRETE PLACEMENT SUMMARY
SLAB AND DIAPHRAGM
TOTAL (CU. YDS.)
CURB ENDS
37.2
4 @ 0.4 1.6
38.8
2 ABUTS. @ 18.6
5m1 12ABUT. DIAPHR., ENDS 9'-6
1'-
7
5m1
2'-8
6
D`=`2•
6
119
7
136
ABUTMENT DETAILS
BREAK LINE
CURB AND SLAB
3'-
0
1'-4‚ 2 @ 1'-3 9†
9†
= 2'-6
EXISTING #5 BAR
5c1
5c3
PART PLANSHOWING CURB REINFORCING
4'-7‡
5c2
TO MAINTAIN 2" CLEAR.
BEND AS NECESSARY
1'-5
9‚
2'-
2ƒ
1'-01'-0 1'-0
3'-2‡
10‚
107
15'-6
D`=`2•
FRONT ABUTMENT ELEVATION
CONNECTORS
SPLICE
MECHANICAL
6a16a1 CROWN LINE
MATCH EXISTING 5c2
5c3
5m1
5m1
5d6
5d7
JOINT FILLER
•" PREFORMED JOINT FILLER
•" PREFORMED
JOINT FILLER
‚" PREFORMED 5d2
COIL ROD (U.A.C.)
EXISTING ƒ"`x`1'-3
5m1
4g3
5m1
5d6
5d25d7
| APPROACH ROADWAY GUTTER LINEGUTTER LINE
5d1 5d1
TOP SLAB #5 BARS
6g1 (SPACE WITH EXISTING
6g2
BACK FACE
ABUTMENT BACKWALL
GUTTERLINE
15'-6
D`=`2
5d3
4d5
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 593+15.00 (US 34)
81'-3 INTERIOR SPAN
MONROE COUNTY
8 30708 213
205'-0`x`30'-0 PRESTRESSED
63'-11• & 59'-9• END SPANS
DESIGN FOR REPAIRS TO A 15° L.A. SKEW
PRETENSIONED`CONCRETE`BEAM`BRIDGE
9/30/2013 9:46:37 AM jcolle c:\pw_work\pwmain\jcolle\dms79784\68034500.brg 680213s008 11x17_pdf.pltcfg
EM
BE
D.
10"
MI
N.
22
8
3'-
0
9‚
2'-
2ƒ
2'-0
3•
3Ž
3Ž
1'-
10
7†
7†
2'-0 7‚ 1'-0ƒ 8
2'-
10
10•
1'-
11•
MISC." (TYP. EACH SECTION).
COST TO BE INCLUDED IN PRICE BID FOR "STRUCTURAL CONCRETE
PROVIDE SEVEN HOLES FORMED WITH 1"½ PLASTIC CONDUIT
3 3
9• 9•1'-11'-1
7'-0 END SECTION
3 SPA. @ 1'-1 = 3'-3
8-6c4
2'-6 TRANSITION
6c6
6c4
6c5
5c7
(2'-6) (2'-4)
A
B
A
B
BEND
FIELD
EXISTING #5 BAR
5c76c4 6c4 6c5 6c6
C
C
SECTION A-A
ELEVATION OF END SECTION
ELEVATION OF END SECTION
2}
1'-3ƒ
1"½ HOLES
2'-
10
AT GUTTER LINE
FINAL RIDING SURFACE
5c7
6c4
SECTION B-B
1'-3ƒ
2'-
10
AT GUTTER LINE
FINAL RIDING SURFACE
5c8
6c5
SECTION C-C
LENGTH SHAPE BAR LOCATION
TOTAL ( LBS. )
NO. WEIGHT
6c4 32 3'-3END SECTION, VERT.
6c5 16 2'-7END SECTION, VERT.
6c6 16END SECTION, VERT. VARIES
5c7 12END SECTION, HORIZ. 6'-8
62
58
549
TOTAL CONCRETE
CONCRETE PLACEMENT SUMMARY
TOTAL (CU. YDS.)
RAIL END SECTION 4 @ 0.5 2.0
2.0
REINFORCING BAR LIST - FOUR END SECTIONS
156
3`SPA`@`0'-8
=`2'-0; 4-6c6
69ƒ
7'-0 END SECTION 2'-6 TRANSITION
BARRIER RAIL DETAILS
3'-0 INTO NEW SECTION
EXISTING BARS EXTEND
5c8
5c8
5c9
5c8 END SECTION, HORIZ. 12 6'-0
5c9 END SECTION, HORIZ. 12 9'-2 115
83
75
AT GUTTERLINE
FINAL RIDING SURFACE
BREAK LINE
CONCRETE
BACK FACE
ABUTMENT BACKWALL
GU
TT
ER
LI
NE
SHOWN.
HOLES AS
BETWEEN 1"½
CENTERED
5c7`&`5c9`BARS
5c9
REINFORCEMENT
EXISTING
5c9
5c7
SYSTEMS MAY BE USED AS A BONDING AGENT FOR VERTICAL DOWELS, BUT ONLY
B. HYDRAULIC CEMENT GROUT SYSTEMS. DRILLED HOLES ARE TO BE 2• TIMES
THE DOWEL DIAMETER AND ARE TO BE BLOWN CLEAN WITH COMPRESSED AIR
IMMEDIATELY PRIOR TO PLACING GROUT. THE HYDRAULIC CEMENT GROUT
SHALL BE ONE OF THOSE APPROVED IN MATERIALS I.M. 491.13 AND SHALL
BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
A. POLYMER GROUT SYSTEM IN ACCORDANCE WITH ARTICLE 2301.03, E
OF THE STANDARD SPECIFICATIONS.
SYSTEM "A" MAY BE USED FOR HORIZONTAL DOWELS:
WITH THE GROUT MANUFACTURER'S RECOMMENDATIONS. EITHER OF THE FOLLOWING
HOLES ARE TO BE 10" DEEP. THE DOWELS SHALL BE INSTALLED IN ACCORDANCE
THE 6c5 AND 6c6 BARS SHALL BE SET AS DOWELS IN DRILLED HOLES.
AT GUTTERLINE
FINAL RIDING SURFACE
COUNTY
DESIGN SHEET NO. OF DESIGN NO.FILE NO.
IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
PROJECT NUMBER SHEET NUMBERDESIGN TEAM DLB`/`JDC`/`RDM PROJECT DIRECTORY NAME: 6803402012 MONROE MB-034-5(500)163--77-68
OCTOBER, 2013STA. 593+15.00 (US 34)
81'-3 INTERIOR SPAN
MONROE COUNTY
8 30708 213
205'-0`x`30'-0 PRESTRESSED
63'-11• & 59'-9• END SPANS
DESIGN FOR REPAIRS TO A 15° L.A. SKEW
PRETENSIONED`CONCRETE`BEAM`BRIDGE
A.1
Paul W. Flattery
DateSignature
Printed or Typed Name
My license renewal date is December 31, 20
Pages or sheets covered by this seal:
ROADWAY DESIGN
I hereby certify that this engineering document was prepared
by me or under my direct personal supervision and that I
the State of Iowa.
am a duly licensed Professional Engineer under the laws of
LICENSED
PROFESSIONAL
ENGIN
EER
IOWA
Paul W.
Flattery
1528208-22-2013
13
Paul W. Flattery
A.1, B.1-B.3, C.1-C.5, & J.1.
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DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
8/14/20132:09:50 PM
INDEX OF SEALS
NAMESHEET NO.
Primary Signature Block
TYPE
NO MILEAGE SUMMARY
Value Engineering Saves. Refer to Article 1105.15 of the Specifications.
A.1
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DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
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DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
8/14/20132:09:50 PM
FLATTERY/LUONG MB-034-5(500)163--77-68MONROE
Design No.
File No. 30708
113 & 213
B.1
Existing Pavement
24'
Match LineMatch Line
CL
4%
P
4%
8" HMA SHOULDER
P
STATION TO STATION
Feet
P
HMA Shoulder
Longitudinal joint: BShoulder Jointing:
Modified
2_P_HMA_
STATION TO STATION
Feet
P
HMA Shoulder
Longitudinal joint: BShoulder Jointing:
Modified
2_P_HMA_
Strengthening
Shoulder
8" HMA SHOULDERCLASS 13 WASTE8" EXCAVATION
CLASS 13 WASTE8" EXCAVATION
580+42 582+42
584+32 586+32
U.S.30
1
1
580+42 582+42
584+32 586+32
1
1
1
1
590+12.5 592+12.5
594+17.5 596+17.5
1
1
590+12.5 592+12.5
594+17.5 596+17.5
1 See Typical 7156M & Tab.112-9M for shoulder quantities.
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DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
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DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
8/14/20131:28:13 PM
FLATTERY/LUONG MB-034-5(500)163--77-68MONROE
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DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
8/14/20131:28:13 PM
Design No.
File No.
113 & 213
30708
B.2
Shoulder
Shoulder
0'-5'' 1'-8'' 3'-9''
61
BARRIER OFFSETS FOR FLARE SECTIONS
ABC
A BC
AB
C
Traffic
Traffic
LOCATION STATION
Shoulder
Shoulder
Traffic
Traffic
Trailing Storage Area (minimum 20')Approach Storage Area (minimum 20')
5'-10''
Work Area
Work Limits
D
D
WL
Temporary Crash Cushion
1
D
AA TA 50'50'
W
for Two-Way Traffic
TEMPORARY CONCRETE BARRIER LAYOUT
1
Station Side
Feet Feet Feet
AA WL TA L W
Ft-Inches
1
Feet X
RemarksAnchored
LTemporary Crash Cushion
signing as per Standard Road Plan TC-81.
Where W is less than 14'-6", install restricted width
10-16-12
8212
12'-0"Rt. 50 190 50 390
583+37 12'-0"Lt. 50 190 50 390
583+37 Stage 1. (Design 113)
Stage 2. (Design 113)
12'-0"Rt. 50 345 50 545
593+15 12'-0"Lt. 50 345 50 545
593+15 Stage 1. (Design 213)
Stage 2. (Design 213)
Totals: 1,870.0
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DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
9/27/2013
FLATTERY/LUONG MONROE MB-034-5(500)163--77-68
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DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
untitled11:03:51 AM pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\6803402012\Design\68034500b01.sht
DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
9/27/2013
Design No.
File No.
113 & 213
30708
B.3
the sides of the posts and altering the function of the guardrail. Form board
not required for final 2 posts.
3
4
2
nail 1" x 6" untreated form boards along the face of guardrail posts forthe length shown. This board is to prevent shoulder material from contacting
6'' subgrade treatment.
8" HMA Paved Shoulder at guardrail. 7" PCC may be substituted with thefollowing jointing layout:4 A
B B
A
Form Board Required
Location
Final Guardrail
6
2
2
P
24''
Roll down at granular shoulder or earth.
Typical Section with Form Board Section A-A
Section B-B
P4.0%
4.0%
installed through pavement.
Shoulder may be notched for final 2 posts or post sleeves may be
4.0%
4.0%See EW-301
Variable Slope
Refer to Shoulder tabulation (112-9) for quantities.
Compaction of HMA is required to face of guardrail post. Hand compaction will be allowed under guardrail.Removal & reinstallation of guardrail will be allowed with no additional payment.
end of guardrail.Continue paved shoulder to existing paved shoulder or 20' beyond the
When guardrail posts are installed prior to construction of paved shoulder,
1
1
1
20'
3''
Edge of Pavement
PavementMainline
Paved Shoulder
Hinge Point
Normal Foreslope
Edge of Pavement
Paved Shoulder PavementMainline
Edge of Pavement
PAVED SHOULDER AT GUARDRAIL
Terminate longitudinal joint at transverse joint less than 10' in length.
from edge of mainline pavement when W is greater than 10' wide.
mid-panel of the mainline pavement. Place longitudinal 'C' joint at W/2
greater in thickness, place additional transverse 'C' joints in shoulder at
Match mainline pavement joint spacing. When mainline pavement is 8" or
5
5
'B' joint for HMA shoulder.
'KT-1' joint for PCC shoulder.
3
6 Shoulder Strengthening.
Modified
7156M
GRANULAR SHOULDER
10' EXISTING
untitled1:28:14 PM pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\6803402012\Design\68034500b01.sht
DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
untitled1:28:14 PM pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\6803402012\Design\68034500b01.sht
DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
8/14/2013
FLATTERY/LUONG MONROE MB-034-5(500)163--77-68
untitled1:28:14 PM pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\6803402012\Design\68034500b01.sht
DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
untitled1:28:14 PM pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\6803402012\Design\68034500b01.sht
DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTYENGLISH IOWA DOT
8/14/2013
Design No.
File No.
113 & 213
30708
9/27/2013 11:18:13 AM hluong c:\pw_work\pwmain\hluong\dms79757\68034500c02.xlsm
PROJECT NUMBER MB-034-5(500)163--77-68 SHEET NUMBER C.1ENGLISH IOWA DOT DESIGN TEAM Flattery\Luong Monroe COUNTY
100-1D10-18-05
The project involves repair of the US.34 190' x 30' Continuous Steel Beam structure Bridge over BNSF RR 4.5 miles west of Jct. IA 5.And 205' x 30' Continuous Steel Beam structure Bridge over Cedar Creek 4.5 miles west of Jct. IA 5.
PROJECT DESCRIPTION
1 2102-2713090 EXCAVATION, CLASS 13, WASTE CY 162.0 2 2123-7450000 SHOULDER CONSTRUCTION, EARTH STA 22.60 3 2301-0690200 BRIDGE APPROACH, RK-20 SY 477.0 4 2304-0100000 DETOUR PAVEMENT SY 716.8 5 2505-4008120 REMOVAL OF STEEL BEAM GUARDRAIL LF 1,000.0 6 2505-4008300 STEEL BEAM GUARDRAIL LF 400.0 7 2505-4008400 STEEL BEAM GUARDRAIL BARRIER TRANSITION SECTION EACH 8 8 2505-4021010 STEEL BEAM GUARDRAIL END ANCHOR, BOLTED EACH 8 9 2505-4021700 STEEL BEAM GUARDRAIL END TERMINAL EACH 8 10 2510-6745850 REMOVAL OF PAVEMENT SY 400.0 11 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT-BASED STA 28.30 12 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 18.40 13 2527-9263180 PAVEMENT MARKINGS REMOVED STA 31.40 14 2528-8400048 TEMPORARY BARRIER RAIL, CONCRETE LF 1,870.0 15 2528-8400256 TEMPORARY TRAFFIC SIGNALS EACH 4 16 2528-8445110 TRAFFIC CONTROL LS 1.00 17 2528-8445113 FLAGGERS EACH See Proposal18 2551-0000110 TEMP CRASH CUSHION EACH 8
100-0A10-28-97
ESTIMATED ROADWAY QUANTITIES
(1 DIVISION PROJECT)Item No. Item Code Item Unit Total As Built Qty.
1 2102-2713090 EXCAVATION, CLASS 13, WASTE 2 2123-7450000 SHOULDER CONSTRUCTION, EARTH
Refer to Typical 7156M and Tab.112-9M for information.- - -3 2301-0690200 BRIDGE APPROACH, RK-20
Refer to Tab.112-6 for information and location.- - -4 2304-0100000 DETOUR PAVEMENT
Refer to Typical 7156M and Tab.112-9M for information.
- - -5 2505-4008120 REMOVAL OF STEEL BEAM GUARDRAIL
Refer to Tab.110-7A for information.- - -6 2505-4008300 STEEL BEAM GUARDRAIL 7 2505-4008400 STEEL BEAM GUARDRAIL BARRIER TRANSITION SECTION 8 2505-4021010 STEEL BEAM GUARDRAIL END ANCHOR, BOLTED 9 2505-4021700 STEEL BEAM GUARDRAIL END TERMINAL
Refer to Tab.108-8A for information.- - -10 2510-6745850 REMOVAL OF PAVEMENT
Refer to Tab.110-1 for information.- - -11 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT-BASED 12 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS 13 2527-9263180 PAVEMENT MARKINGS REMOVED
Refer to Tab.108-22 for information.- - -14 2528-8400048 TEMPORARY BARRIER RAIL, CONCRETE
Refer to Tab.108-33 and Typical 8212 for information. Only 935' TBR for initial set and 935' TBR for re-set.- - -15 2528-8400256 TEMPORARY TRAFFIC SIGNALS
Refer to Tab.108-28 for information.- - -16 2528-8445110 TRAFFIC CONTROL
Refer to Tab.108-23A for information.- - -17 2528-8445113 FLAGGERS
- -- - -18 2551-0000110 TEMP CRASH CUSHION
Refer to Tab.108-30 for information.- - -
100-4A10-29-02
ESTIMATE REFERENCE INFORMATIONItem No. Item Code Description
Number Date TitleBA-201 10-19-10 Steel Beam Guardrail Barrier Transition SectionBA-202 10-18-11 Steel Beam Guardrail Bolted End AnchorBA-205 10-18-11 Steel Beam Guardrail End TerminalBA-250 10-18-11 Steel Beam Guardrail Installation at Concrete Barrier or Bridge End PostBA-401 04-16-13 Temporary Barrier Rail (Precast Concrete)BA-500 04-20-10 Temporary Crash Cushions Sand BarrelPM-110 04-16-13 Line TypesRK-20 04-16-13 Double Reinforced 12" ApproachSI-173 04-20-10 Object MarkersTC-1 04-16-13 Work Not Affecting Traffic (Two-Lane or Multi-Lane)TC-202 10-15-13 Shoulder Closure (One Lane)TC-213 04-17-12 Lane Closure with FlaggersTC-217 04-16-13 Lane Closure with Signals and TBR
105-410-18-11
STANDARD ROAD PLANSThe following Standard Road Plans apply to construction work on this project.
C Sheets100-0A ESTIMATED ROADWAY QUANTITIES(1 DIVISION PROJECT) C.1100-1D PROJECT DESCRIPTION C.1100-4A ESTIMATE REFERENCE INFORMATION C.1102-5 EXISTING PAVEMENT C.2105-4 STANDARD ROAD PLANS C.1108-8A STEEL BEAM GUARDRAIL AT CONCRETE BARRIER OR BRIDGE END POST C.3108-22 PAVEMENT MARKING LINE TYPES C.5108-28 TEMPORARY TRAFFIC SIGNALS C.2108-30 CRASH CUSHIONS C.4108-33 TEMPORARY BARRIER RAIL C.2110-1 REMOVAL OF PAVEMENT C.2110-7A REMOVAL OF STEEL BEAM GUARDRAIL C.3111-25 INDEX OF TABULATIONS C.1112-6 BRIDGE APPROACH SECTION C.2112-9M SHOULDERS C.4232-3C EROSION CONTROL(NATIVE GRASS SEEDING) C.2262-6 UTILITIES(NOT A POINT 25 PROJECT) C.2281-1 SECTION 404 PERMIT AND CONDITIONS C.2J Sheet108-23A TRAFFIC CONTROL PLAN J.1108-26A STAGING NOTES J.1102-15 TABULATION OF SPECIAL EVENTS J.1111-01 COORDINATED OPERATIONS J.1
111-2510-18-11
INDEX OF TABULATIONSTabulation Tabulation Title Sheet No.
Design No.File No.
21330708
Design No.File No.
11330708
8/14/2013 1:57:15 PM hluong c:\pw_work\pwmain\hluong\dms79757\68034500c02.xlsm
COUNTY PROJECT NUMBER MB-034-5(500)163--77-68 SHEET NUMBER C.2ENGLISH IOWA DOT DESIGN TEAM Flattery\Luong Monroe
232-3CModified
Following the completion of work in a disturbed area, place seedand mulch on the disturbed area lying 8 feet or more beyond theshoulder as follows:
SEED MIX:Big bluestem (Andropogon geradii) 6 lbs. PLS/Acre (7.0 kg/ha)Indiangrass (Sorghastrum nutans) 6 lbs. PLS/Acre (7.0 kg/ha)Little bluestem (Schizachyrium scoparium) 6 lbs. PLS/Acre (7.0 kg/ha)Partridge Pea (Chamaecrista fasciculata) 4 lbs. PLS/Acre (4.5 kg/ha)Sideoats grama (Bouteloua curtipendula) 4 lbs. PLS/Acre (4.5 kg/ha)Canada wildrye (Elymus canadensis) 2 lbs. PLS/Acre (2.2 kg/ha)Switchgrass (Panicum virgatum) 1 lbs. PLS/Acre (1.1 kg/ha)Oats (Avena sativa) 32 lbs./Acre (36.0 kg/ha)
Big bluestem, Indiangrass, Canada wildrye and Little bluestemshall be debearded or equal to facilitate the application of seed.
Use mulch meeting the requirements of Sections 2601.03,E,2,a and4169.07,A of the Standard Specifications. Preparing the seedbed and furnishing and applying seedand mulch is incidental to mobilization and will notbe paid for separately.
EROSION CONTROL
(NATIVE GRASS SEEDING)
281-110-15-13
Construct this project according to the requirements of U.S. ArmyCorps of Engineers should read Nationwide, Permit No. should read 3. A copy of this permit is available from the Iowa DOTwebsite (http://envpermits.iowadot.gov/CMEPortalENV/Home.aspx). The U.S. Army Corps of Engineers reserves the right to visit thesite without prior notice.
SECTION 404 PERMIT AND CONDITIONS
262-610-18-05
This is NOT a POINT 25 project and is not subject to theprovisions of IAC 761-115.25.
UTILITIES
(NOT A POINT 25 PROJECT)
SY LF581+72.00 582+22.00 Both PCC 133.3 24.0582+22.00 582+42.00 Both PCC 66.7584+32.00 584+52.00 Both PCC 66.7584+52.00 585+02.00 Both PCC 133.3 24.0
Totals: 400.0
Saw Cut*Remarks
110-104-16-13
REMOVAL OF PAVEMENTRefer to Tabulation 102-5
* Not a Bid Item
Begin
Station
End
StationSide
Pavement
Type
Area
Steel ConcreteLF BA-400 BA-401 (Y/N)
1 581+42.00 585+32.00 390.0 x No Stage 1. (Design 113)2 581+42.00 585+32.00 390.0 x No Stage 2. (Design 113)3 590+42.50 595+87.50 545.0 x No Stage 1. (Design 213)4 590+42.50 595+87.50 545.0 x No Stage 2. (Design 213)
Totals: 1870.0
Remarks
108-3304-16-13
TEMPORARY BARRIER RAILRefer to BA-400 and BA-401
* Not a bid item. Anchorage requirements are based on TBR locations shown in the plans. TBR alignments that vary from what is shown in the
plans may result in additional TBR sections requiring anchorage.
No. Station to StationLength
(Select One)Anchored*
* * Class 'A'*
LEFT RIGHT Inches FT SY SY SY F or M LF STA Side CY CY TON SY593+15 East 15 12.0 70.9 80.0 53.3 105.2 F -- -- -- -- 259.040 271.9592+15 West 15 12.0 70.9 80.0 53.3 105.2 F -- -- -- -- 259.040 271.9
Totals: 160.0 106.6 210.5 518.080 543.7
ThicknessDegrees
Perforated
Subdrain 4"Subdrain Outlet
Porous
Backfill
Crushed Stone
Backfill
Modified
Subbase
Polymer
Grid
*
RemarksBridge Station End
Skew Ahead Pay
Length
Non-Reinf.
Pavement
Area
Single-
Reinf.
Pavement
Area
Double-
Reinf.
Pavement
Area
*
112-604-16-13
BRIDGE APPROACH SECTIONRefer to the RK-Series.
* Not a bid itemLocation Approach Pavement
Fixed or
Movable
Abutment
Subdrain*
T
1 582+12.00 x Design 113.2 584+62.00 x Design 113.3 591+12.50 x Design 213.4 595+17.50 X Design 213.
108-2808-01-08
TEMPORARY TRAFFIC SIGNALS
No.Location
Station
Type
RemarksOne Lane
Traffic
Haul
RoadIntersection
IN IN IN IN1 Monroe 34 Both 158.9 167.7 2003 NHSX-34-6(65)--3H-68 AAC 1.5 BAC 2 DURHAM MINE C.LST.2 Monroe 34 Both 158.9 167.7 2003 W NHSX-34-6(65)--3H-68 AAC 1.5 BAC BAC 7 DURHAM MINE C.LST.3 Monroe 34 Both 158.9 167.7 1983 EACF-34-6(28)--2K-68 AAC 1.5 TBB 1.5 LEMLEY C.LST.4 Monroe 34 Both 158.9 167.7 1964 FN-FGN-1027 PCC 10 PLANO FIELD C.LST.
DepthType
DepthSource TypeType
DepthType
DepthType
Removal Coarse Aggregate Reinforcement
RemarksType
Durability
Class
102-510-16-12
EXISTING PAVEMENT
No.
Location
Year Type Project Number
Surface Base
County RouteDir. of
Travel
Begin
Milepost
End
Milepost
Subbase
Design No.File No.
11330708
Design No.File No.
21330708
8/14/2013 1:57:16 PM hluong c:\pw_work\pwmain\hluong\dms79757\68034500c02.xlsm
COUNTY PROJECT NUMBER MB-034-5(500)163--77-68 SHEET NUMBER C.3ENGLISH IOWA DOT DESIGN TEAM Flattery\Luong Monroe
White OM-3L OM-3R BA-202 BA-201 BA-200 BA-205 BA-206 BA-210No. Station Offset LF LF LF LF No. No. No. No. Type No. LF No. No. No.1 582+42.00 -- 53.125 -- -- 50.0 1 B 1 25.0 1 Design 113.2 582+42.00 -- 115.625 -- -- 50.0 1 B 1 87.5 1 Design 113.3 584+32.00 -- 53.125 -- -- 50.0 1 B 1 25.0 1 Design 113.4 584+32.00 -- 115.625 -- -- 50.0 1 B 1 87.5 1 Design 113.5 592+12.50 -- 53.125 -- -- 50.0 1 A 1 25.0 1 Design 213.6 592+12.50 -- 40.625 50.00 -- 50.0 1 A 1 62.5 1 Design 213.7 594+17.50 -- 53.125 -- -- 50.0 1 A 1 25.0 1 Design 213.8 594+17.50 -- 40.625 50.00 -- 50.0 1 A 1 62.5 1 Design 213.
Totals: 4 4 8 400.0 8
Object MarkerEnd Anchor
Bolted
Barrier
Transition
Section
Steel Beam
Guardrail
End Terminal
AdapterStandard
Flared for
Cable
ConnectionType 2Type 3
Terminal
Type
Delineator
Type 1
108-8A10-19-10
STEEL BEAM GUARDRAIL AT CONCRETE BARRIER OR BRIDGE END POSTRefer to BA-200, BA-201, BA-202, BA-205, BA-250, SI-172, SI-173 and SI-211. See Standards for list of materials.
Location Station
Layout Lengths Delineators and Object Markers Bid Items
Remarks
1
VT2VT1 VF ET
1
LF1 EB 581+17.00 582+42.00 Rt. 125.02 WB 581+17.00 582+42.00 Lt. 125.03 EB 584+32.00 585+57.00 Rt. 125.04 WB 584+32.00 585+57.00 Lt. 125.05 EB 590+87.50 592+12.50 Rt. 125.06 WB 590+87.50 592+12.50 Lt. 125.07 EB 594+17.50 595+42.50 Rt. 125.08 WB 594+17.50 595+42.50 Lt. 125.0
Totals: 1000.0
Side
110-7A04-17-12
REMOVAL OF STEEL BEAM GUARDRAIL Lane(s) to which the installation is adjacent. Includes length of End Terminals and End Anchors.
Location
Removal of
GuardrailNo.
Direction
of Traffic
Station to Station
1
2
1
2
Design No.File No.
11330708
Design No.File No.
21330708
9/27/2013 2:24:08 PM hluong c:\pw_work\pwmain\hluong\dms79757\68034500c02.xlsm
ENGLISH IOWA DOT DESIGN TEAM Flattery\Luong Monroe COUNTY PROJECT NUMBER MB-034-5(500)163--77-68 SHEET NUMBER C.4
Applies only for Paved Shoulders constructed on project with existing granular shoulders. Does not include shrink.
HMA PCC
US.30 EB 580+42.00 582+42.00 Rt. 3.0 200.0 14.8 66.7 2.0 Shlds Strengthening.US.30 EB 581+38.88 581+88.88 Rt. 2 to 0 50.0 1.2 5.6 0.5 Paved G/R.US.30 EB 581+18.88 581+38.88 Rt. 2.0 20.0 1.0 4.4 0.2 Paved G/R.US.30 WB 580+42.00 582+42.00 Lt. 3.0 200.0 14.8 66.7 2.0 Shlds Strengthening.US.30 WB 580+76.38 581+26.38 Lt. 2 to 0 50.0 1.2 5.6 0.5 Paved G/R.US.30 WB 580+56.38 580+76.38 Lt. 2.0 20.0 1.0 4.4 0.2 Paved G/R.US.30 EB 584+32.00 586+32.00 Rt. 3.0 200.0 14.8 66.7 2.0 Shlds Strengthening.US.30 EB 585+47.63 585+97.63 Rt. 0 to 2 50.0 1.2 5.6 0.5 Paved G/R.US.30 EB 585+97.63 586+17.63 Rt. 2.0 20.0 1.0 4.4 0.2 Paved G/R.US.30 WB 584+32.00 586+32.00 Lt. 3.0 200.0 14.8 66.7 2.0 Shlds Strengthening.US.30 WB 584+85.13 585+35.13 Lt. 0 to 2 50.0 1.2 5.6 0.5 Paved G/R.US.30 WB 585+35.13 585+55.13 Lt. 2.0 20.0 1.0 4.4 0.2 Paved G/R.US.30 EB 590+12.50 592+12.50 Rt. 3.0 200.0 14.8 66.7 2.0 Shlds Strengthening.US.30 EB 590+89.38 591+09.38 Rt. 2.0 20.0 1.0 4.4 0.2 Paved G/R.US.30 EB 591+09.38 591+59.38 Rt. 2 to 0 50.0 1.2 5.6 0.5 Paved G/R.US.30 WB 590+12.50 592+12.50 Lt. 3.0 200.0 14.8 66.7 2.0 Shlds Strengthening.US.30 WB 590+51.88 590+71.88 Lt. 6.9 20.0 3.4 15.3 0.2 Paved G/R.US.30 WB 590+71.88 591+21.88 Lt. 6.9 to 4.9 50.0 7.3 32.8 0.5 Paved G/R.US.30 WB 591+21.88 591+71.88 Lt. 4.9 to 0 50.0 4.5 13.6 0.5 Paved G/R.US.30 EB 594+17.50 596+17.50 Rt. 3.0 200.0 14.8 66.7 2.0 Shlds Strengthening.US.30 EB 594+58.13 595+08.13 Rt. 0 to 4.9 50.0 4.5 13.6 0.5 Paved G/R.US.30 EB 595+08.13 595+58.13 Rt. 4.9 to 6.9 50.0 7.3 32.8 0.5 Paved G/R.US.30 EB 595+58.13 595+78.13 Rt. 6.9 20.0 3.4 15.3 0.2 Paved G/R.US.30 WB 594+17.50 596+17.50 Lt. 3.0 200.0 14.8 66.7 2.0 Shlds Strengthening.US.30 WB 594+70.63 595+20.63 Lt. 0 to 2 50.0 1.2 5.6 0.5 Paved G/R.US.30 WB 595+20.63 595+40.63 Lt. 2.0 20.0 1.0 4.4 0.2 Paved G/R.
Totals: 162.0 716.8 22.6
Calculations assume a HMA unit weight (lbs/cf) of 0, a Special Backfill unit weight (lbs/cf) of 140, and a Granular Shoulder unit weight (lbs/cf) of 140.
112-9MModified
SHOULDERS Lane(s) to which the shoulder is adjacent. Bid Item
Location Quantities
RemarksRoad
Identification
Direction
Of Traffic
Station to Station SideClass 13 Waste Hot Mix Asphalt Binder
PCC AlternateSTA
FT FT FT CY
Width Width LengthHMA Alternate
TON TON/STA TONS SY SY TON/STA
Detour
Pavement
Reinforced
Paved
Shoulder
Special Backfill
CY TON TON/STA
Earth Shoulder Construction
Alternates
TON CY CYTON TON/STA
Modified
SubbaseGranular Shoulder
P G L 3
2
1
1
3
22 22 2 4
4
2 2 4
2
Design No.File No.
21330708
FT FT FT FT FT FT CY CY EACH EACH1 EB 581+42.00 Rt. 2.00 1 24.25 5.25 3.25 12.00 Design 1132 WB 581+42.00 Lt. 2.00 1 24.25 5.25 3.25 12.00 Design 1133 EB 585+32.00 Rt. 2.00 1 24.25 5.25 3.25 12.00 Design 1134 WB 585+32.00 Lt. 2.00 1 24.25 5.25 3.25 12.00 Design 1135 EB 590+42.50 Rt. 2.00 1 24.25 5.25 3.25 12.00 Design 2136 WB 590+42.50 Lt. 2.00 1 24.25 5.25 3.25 12.00 Design 2137 EB 595+87.50 Rt. 2.00 1 24.25 5.25 3.25 12.00 Design 2138 WB 595+87.50 Lt. 2.00 1 24.25 5.25 3.25 12.00 Design 213
Totals: 8
Complete this section when using the Temporary Crash Cushion bid item and Earthwork is needed for Sand Barrel placement. Refer to BA-500
No.
Direction
of Traffic
Location
StationSide
Obstacle
Width
Temporary
Temporary
Redirective
Temporary
Severe Use
Permanent
Permanent
Severe Use
Sand Barrel Details Earthwork* Spare Parts Kit
(Select One)*
Obstacle Description
Crash Cushion (Select One)*
108-3004-16-13
CRASH CUSHIONS * Bid Item Lane(s) to which the installation is adjacent.
Remarks
Embankment
in Place
Permanent
Permanent
Severe
Use
Length Length Length Length Length
Excavation
Class 10
1
2
1
V X Y Z
2
W
Design No.File No.
11330708
8/14/2013 1:57:16 PM hluong c:\pw_work\pwmain\hluong\dms79757\68034500c02.xlsm
ENGLISH IOWA DOT DESIGN TEAM Flattery\Luong Monroe COUNTY PROJECT NUMBER MB-034-5(500)163--77-68 SHEET NUMBER C.5
L C R STA STA STA STA STA STA STA STA STA STA STA STA STA STA STAUS.30 580+12.00 582+42.00 BOTH Removal of Paint x 2.30US.30 584+32.00 586+62.00 BOTH Removal of Paint x 2.30US.30 580+12.00 586+62.00 EB Removal of Paint x 6.50US.30 580+12.00 586+62.00 WB Removal of Paint x 6.50
US.30 580+12.00 582+42.00 EB Wet Retroreflective Removable Tape x 2.30US.30 580+12.00 582+42.00 WB Wet Retroreflective Removable Tape x 2.30US.30 584+32.00 586+62.00 EB Wet Retroreflective Removable Tape x 2.30US.30 584+32.00 586+62.00 WB Wet Retroreflective Removable Tape x 2.30
US.30 580+12.00 582+42.00 EB Removal of Removable Tape x 2.30US.30 580+12.00 582+42.00 WB Removal of Removable Tape x 2.30US.30 584+32.00 586+62.00 EB Removal of Removable Tape x 2.30US.30 584+32.00 586+62.00 WB Removal of Removable Tape x 2.30
US.30 580+12.00 582+42.00 BOTH Waterborne/Solvent Paint x 2.30US.30 584+32.00 586+62.00 BOTH Waterborne/Solvent Paint x 2.30US.30 580+12.00 586+62.00 EB Waterborne/Solvent Paint x 6.50US.30 580+12.00 586+62.00 WB Waterborne/Solvent Paint x 6.50
US.30 589+12.50 591+42.50 BOTH Removal of Paint x 2.30US.30 594+87.50 597+17.50 BOTH Removal of Paint x 2.30US.30 589+12.50 597+17.50 EB Removal of Paint x 8.05US.30 589+12.50 597+17.50 WB Removal of Paint x 8.05
US.30 589+12.50 591+42.50 EB Wet Retroreflective Removable Tape x 2.30US.30 589+12.50 591+42.50 WB Wet Retroreflective Removable Tape x 2.30US.30 594+87.50 597+17.50 EB Wet Retroreflective Removable Tape x 2.30US.30 594+87.50 597+17.50 WB Wet Retroreflective Removable Tape x 2.30
US.30 589+12.50 591+42.50 EB Removal of Removable Tape x 2.30US.30 589+12.50 591+42.50 WB Removal of Removable Tape x 2.30US.30 594+87.50 597+17.50 EB Removal of Removable Tape x 2.30US.30 594+87.50 597+17.50 WB Removal of Removable Tape x 2.30
US.30 589+12.50 591+42.50 BOTH Waterborne/Solvent Paint x 2.30US.30 594+87.50 597+17.50 BOTH Waterborne/Solvent Paint x 2.30US.30 589+12.50 597+17.50 EB Waterborne/Solvent Paint x 6.50US.30 589+12.50 597+17.50 WB Waterborne/Solvent Paint x 6.50
2.30 - - - 26.00 - - - - - - - - - -- - - - 18.40 - - - - - - - - - -
2.30 - - - 29.10 - - - - - - - - - -- - - - 18.40 - - - - - - - - - -
28.3018.4031.4018.40
Factored Total: Waterborne/Solvent PaintFactored Total: Wet Retroreflective Removable TapeFactored Total: Removal of PaintFactored Total: Removal of Removable Tape
Bid Quantity: Painted Pavement Markings, Waterborne or Solvent-BasedBid Quantity: Wet Retroreflective Removable Tape MarkingsBid Quantity: Pavement Markings RemovedIncidental Removal of Removable Tape
NPY4** BLW4 ELW4 ELY4
Location Length by Line Type (Unfactored)
RemarksRoad ID Station to Station
Dir. of
TravelMarking Type
Side BCY4* DCY4
ELY4: Edge Line Left (Yellow) @ 1.00
**NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field.BCY4: Broken Centerline (Yellow) @ 0.25 DCY4: Double Centerline (Yellow) @ 2.00 NPY4: No Passing Zone Line (Yellow) @ 1.25 BLW4: Broken Lane Line (White) @ 0.25 ELW4: Edge Line Right (White) @ 1.00
108-2204-16-13
PAVEMENT MARKING LINE TYPESSee PM-110
*BCY4 - Place on the same side of the roadway to match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area.
Design No.File No.
11330708
Design No.File No.
21330708
8/14/2013 1:38:25 PM hluong c:\pw_work\pwmain\hluong\dms79757\68034500j01.xlsm
PROJECT NUMBER MB-034-5(500)163--77-68 SHEET NUMBER J.1ENGLISH IOWA DOT DESIGN TEAM Flattery\Luong Monroe COUNTY
108-23A08-01-08
One lane of through traffic will be maintained on US.34 at all times.
The contractor is to provide access at all times for adjacent property owners.
TRAFFIC CONTROL PLANEvent Location Date
None Provided.
102-1508-01-08
TABULATION OF SPECIAL EVENTS
108-26A08-01-08
Stage 1: Shoulder Strengthening westbound lanes.
Stage 2: Shift traffic to westbound lanes Build Bridge Approachs. Shoulder Strengthening eastbound lanes.
Stage 3: Shift traffic to eastbound lanes. Build Bridge Approachs.
STAGING NOTES
None Provided.
111-0104-17-12
COORDINATED OPERATIONS
Other work in progress during the same period of time will
include the construction of the projects listed. Coordinate
operations with those of other contractors working within the
same area.
Project Type of Work
Design No.File No.
11330708
Design No.File No.
21330708