Attachment 5 ODOT CIP 4x12.pdf
PDF 104 KB Posted
- Attached to
- Repair/Replace Low Water Crossing (El Reno, OK)
- Solicitation number
- 1232SA26Q1424
About this file
This is a Bridge Standard design specification document for Reinforced Concrete Box (RCB) culvert barrel details issued by the Oklahoma Department of Transportation. The specification covers 12-foot span single-cell RCB culverts designed for fill heights ranging from 2 feet to 14 feet, with detailed reinforcing steel quantity schedules and construction requirements.
The document provides comprehensive reinforcement specifications for various culvert configurations, including A1, A2, B1, B2, C1, C2, E1, and E2 bar placements with specific dimensions, spacing, and quantities. All construction and materials comply with 2009 Oklahoma Standard Specifications for Highway Construction and design follows 2007 AASHTO LRFD Bridge Design Specifications for HL-93 loading and ODOT overload truck conditions. Concrete is specified as Class AA with 4 KSI compressive strength and reinforcing steel at 60 KSI yield strength, with a minimum 2-inch clear cover requirement. Key construction details include 1½-inch chamfered concrete edges, transverse construction joints spaced at 60-foot maximum intervals, and continuous reinforcing steel extending minimum 24 inches into adjacent sections with 24-inch minimum splice lengths. Payment is based on Class AA concrete measured in cubic yards and reinforcing steel measured in pounds, with splice costs included in the unit bid price for reinforcing steel.
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Text version
I~ REVISIONS ~nl
REINFORCING STEEL QUANTITIES
SECTION SECTION
DIMENSIONS EI-BARS E2-BARS DIMENSIONS PER
AI-BARS A2-BARS BI-BARS B2-BARS CI-BARS C2-BARS AT 12· MAX. AT 12· MAX. FOOT OF
BARREL
UJ WEIGHT UJ WEIGHT UJ WEIGHT UJ WEIGHT UJ WEIGHT UJ WEIGHT UJ WEIGHT UJ WEIGHT CONC. REINF. S H T U W N < LENGTH PER N < LENGTH PER N < -X- -Y- LENGTH PER N < -X- -Y- LENGTH PER N < LENGTH PER N < LENGTH PER NO. N PER NO. N PER S H "- "- in "- - "- - "- "- - - (C.Y.) (LB.) II) II) FT. II) II) FT. II) FT. II) II) FT. II) II) FT. II) II) FT.
II)
FT. II) FT.
12' 4' 13- 14- 1\- 117 S- 13'-6- 110.4 114 12- 13'-6- IS.0 116 S- 2'~7- 3'~0- 5'~7- 33.5 116 6" 2'~7- 4'-11- 7'~6- 45. ( 116 12- 2'-3- 4.7 115 12- 4'-11- 10.3 6'4 114 42.S 1'6 114 10.7 12' 4' 1.42 275.5 12' 5' 13- 14- 11- 117 6- 13'-6- 110.4 114 12- 13'-6- IS.0 116 6- 2'-7- 3'-0- 5'-7- 33.5 116 6- 2'-7- 5'-11- S'-6- 51.1 116 12- 2'-3- 4.7 115 12- 5'-11- 12.3 64 114 42.S 20 #4 13.4 12' 5' 1.49 2S6.2 12' 6' 13- 14- 12" 117 6- 13'-S- 111.7 #4 12- 13'-S- IS.3 116 6- 2'-S- 3'-0- 5'-S- 34.0 116 6- 2'-S- 6'-11- 9'-7- 57.6 #4 12- 2'-3- 3.0 #4 12- 6'-11- 9.2 64 #4 42.S 24 #4 16.0 12' 6' 1.61 292.6 12' 7' 13- 14- 12" 117 6- 13'-S- 111.7 #4 12- 13'-S- IS.3 116 6- 2'-S- 3'-0- 5'-S- 34.0 116 6- 2'-S- 7'-11- 10'-7- 63.6 #4 12- 2'-3- 3.0 #4 12- 7'-11- 10.6 64 #4 42.S 2S #4 IS.7 12' 7' 1.69 302.7 12' S' 13- 14- 12" 117 6- 13'-S- 111.7 #4 12- 13'-S- IS.3 116 6- 2'-S- 3'-0- 5'-S- 34.0 116 6- 2'-S- S'-II- 11'-7- 69.6 #4 12- 2'-3- 3.0 #4 12- S'-II- 11.9 64 #4 42.S 32 #4 21.4 12' S' 1.76 312.7 12' 9' 13- 14- 12" 117 6- 13'-S- 111.7 #4 12- 13'-S- IS.3 116 6- 2'-9" 3'-0- 5'-9- 34.5 116 6- 2'-9" 9'-11- 12'-S- 76.1 #4 12- 2'-3- 3.0 #4 12- 9'-11- 13.2 64 #4 42.S 36 #4 24.0 12' 9' I.S3 323.6 12' 10' 13- 14- 12" 117 6- 13'-S- 111.7 #4 12- 13'-S- IS.3 116 6- 2'-10" 3'-0- 5'-10- 35.0 116 6- 2'-10- 10'-11- 13'-9- S2.6 115 12- 2'-7- 5.4 115 12- 10'-11- 22.S 64 #4 42.S 40 #4 26.7 12' 10' 1.91 345.3 12' II' 13- 14- 12" 117 6- 13'-S- 111.7 #4 12- 13'-S- IS.3 116 6- 3'-1- 3'-0- 6'-1- 36.5 116 6- 3'-1- 11'-11- 15'-0- 90.1 115 12- 2'-7- 5.4 115 12- 11'-11- 24.9 64 #4 42.S 44 #4 29.4 12' II' 1.9S 359.1 12' 12' 13- 14- 12" 117 6- 13'-S- 111.7 #4 12- 13'-S- IS.3 117 6- 3'-6- 3'-5- 6'-1\- 56.6 117 6- 3'-6- 12'-11- 16'-5- 134.2 116 12- 2'-11- S.S 116 12- 12'-11- 3S.S 64 #4 42.S 4S #4 32.1 12' 12' 2.06 443.3
DESIGN DATA:
I. DESIGNED IN ACCORDANCE WITH 2007 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
AND INTERIM SPECIFICATIONS FROM 200S.
I· X
·1 2. DESIGNED FOR HL-93 LOADING AND ODOT OVERLOAD TRUCK.
.--- 3 • MATERIALS:
CONCRETE (CLASS AAI f'o = 4 KSI REINFORCING STEEL fy = 60 KSI
IL
GENERAL NOTES:
Y I. ALL CONSTRUCTION AND MATERIAL REQUIREMENTS SHALL BE IN ACCORDANCE
WITH THE 2009 OKLAHOMA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
W S W 2. ALL CONCRETE EDGES SHALL HAVE A I V2- CHAMFER UNLESS OTHERWISE SHOWN
OR NOTED. ALL CHAMFER STRIPS SHALL BE SIZED LUMBER.
.r A2 3 • ALL REINFORCING STEEL SHALL HAVE A 2- MINIMUM CLEAR COVER UNLESS
I. .1
OTHERWISE SHOWN.
X '---
4. THE QUANTITY FOR REINFORCING STEEL DOES NOT INCLUDE LAP SPLICES OF El-BARS
T ;: BI-BAR B2-BAR OR E2-BARS IN THE LENGTH OF THE BARREL OR AT TRANSVERSE CONSTRUCTION JOINTS.
THE SPLICE LENGTH FOR E-BARS SHALL BE 24- MINIMUM. THE NUMBER OF SPLICES
6- \... AI ElY USED IS TO BE APPROVED BY THE ENGINEER. REINFORCING STEEL FOR SPLICES SHALL
C-' NOT BE MEASURED FOR PAYMENT, AND ALL COSTS WILL BE INCLUDED IN THE UNIT BID
BAR BEND DIAGRAMS PRICE FOR REINFORCING STEEL.
5. TRANSVERSE CONSTRUCTION JOINTS SHALL BE PLACED IN ALL CULVERTS 100 FT.
C2 ....... r B2 NOTE: ALL -X- 0 I MENS IONS ARE HOR I ZONTAL I N BARREL SECT I ON. OR MORE IN LENGTH. JOINTS SHALL BE SPACED AT 60 FT. MAX.
r C2 ALL -Y- 0 I MENS IONS ARE VERTI CAL I N BARREL SECTI ON. 6. REINFORCING STEEL SHALL BE CONTINUOUS THROUGH THE TRANSVERSE CONSTRUCTION
B2~ JOINT AND EXTEND A MIN. OF 24- INTO ADJACENT SECTION.
~ NOTE: NUMBER AND SPACING OF E-BARS
rE2 E2....?
SHOWN MAY NOT BE REPRESENTATIVE
H
OF ACTUAL CULVERT SECTIONS, SEE BASIS OF PAYMENT
~ SCHEDULE ABOVE FOR NUMBER AND ITEM NO. ITEM UNIT
SPACING OF E-BARS. 509.06 CAl CLASS AA CONCRETE C.Y.
511.06 (AI REINFORCING STEEL LB.
/CONST. J1.
2'-0- MIN.
I I ,-, /CI /AI
EI ""
CI'\.
(TYP.) I I 6' iI
"" ~ '--'"" \ '" ~ ..........--BI
U BI.../
V ~ k '" r--:-, I \\ It
L YCLR \A2
. I I Y2-
'-E-BARS
"l
BARREL SECTION TRANSV. CONSTR. JOINT IIfIfOIm BY _DOE ENOII&R '~~.II(/ ;/ Jlt/L1 DATE f/z//O
OXLABOHA DEPT. OF TRANSPORTATION
BRIDGE STANDARD (ENGLISH)
RCB CULVERTS - BARREL DETAILS
12'-0" SPAN - SINGLE CELL
2 FT. TO 14 FT. FILL
2009 SPEaFICATlONS I RCB-CI-12(2-14) I OtE I B-517E
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