Orosco_Crossings_Special_Project_Specifications_-_Final_-_P_58_Correction.pdf
PDF 138 KB Posted
- Attached to
- Witch Fire Orosco Road Crossing Replacement Federal contract opportunity
- Solicitation number
- AG-9A40-S-16-0006
About this file
Revised Special Project Specification 706 Concrete Pipe
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_No._1.pdf | ||
| RFI.pdf | ||
| 160504_Revisions_to_Pages_C-7__C-9_from_Orosco_Witch_Culvert_Repair_Design_-_Final.pdf | ||
| Drawings.pdf | ||
| Fire_Plan.pdf | ||
| SF_24_Bid_Bond.pdf | ||
| Solicitation.pdf | ||
| Contract_Maps.pdf | ||
| Special_Project_Specifications.pdf | ||
| Wage_Determination.pdf |
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Text version
706 – Concrete Pipe
Delete 706.07 and replace with the following:
706.07 Pre-Cast Reinforced Bottomless Concrete Culvert Sections. Conform to ASTM C1577. Meet the design requirements for AASHTO, Load and Resistance Factor Design (LRFD) Bridge Design Specifications with HL-93 live loading. Clearly mark the following information on the inner surface of each box section by indentation, waterproof paint or other approved means:
(a) Arch span and rise;
(b) Date of manufacture;
(c) Name of manufacturer;
(d) Submittal number; and
(e) Date certified by manufacturer.
In addition pre-cast sections shall meet the following:
Product: Conspan B-Series with 16-foot span and 3’-10” rise Available from: Contech Engineered Solutions, LLC 950 South Coast Drive, Suite 145 Costa Mesa, CA 92626 Waterway Area: 55 SF Number of Cells: 2 per structure (16-foot width) Headwall Height: as necessary to accommodate road (12” min) Skew: Per plan Headwall Length: 16-foot each side of structure Headwall Height: 30 inches above concrete arch at mid-span Headwall width and reinforcing to accommodate vehicular impact Wingwall Dimensions: Per plan Soil Bearing: 4500 psf
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Oso Text Box Delete this line
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