CRFQ DOT2500000059 Exhibit B Laurel Run Planset.pdf
PDF 1010 KB Posted
- Attached to
- Steel Piling and Epoxy Coated Rebar
- Solicitation number
- CRFQ 0803 DOT2500000059 1
- Issued by
- Barbour County, West Virginia
About this file
This is a construction planset document for the West Virginia Department of Transportation, Division of Highways, detailing the Laurel Run W-Beam Bridge Replacement project located on County Route 21 in Barbour County, West Virginia. The project encompasses the replacement of an existing bridge structure with a new prestressed concrete W-beam bridge measuring 31 feet 1 inch in length and 29 feet 6 inches wide with a 48-inch depth and 12-inch planks. The project extends from Station 0+75.00 (begin project) to Station 3+50.00 (end project), with the bridge beginning at Station 2+27.87 and ending at Station 2+59.87, covering a total project length of 275 feet and a bridge span of 90 feet and 1 inch. The planset includes comprehensive design details spanning 29 sheets, incorporating structural specifications for six prestressed concrete beams, W-beam guardrail systems with specific post spacing at 6 feet 3 inches, abutment details with reinforcement schedules, substructure and superstructure details, excavation specifications, hydraulic data, traffic control plans, property mapping, and detour cross-sections.
The design incorporates two abutments with reinforced concrete construction, W12X65 steel piles, and detailed rebar scheduling for structural reinforcement. The guardrail installation includes multiple Class 1 W-beam configurations with varying radii specifications ranging from 10 feet to 50 feet and approach posts utilizing W6X9 A36 steel at specified intervals. The bridge structure is designed to accommodate a 30 mile per hour design speed and includes post-tensioning rod details, bearing and alignment specifications, and elastomeric block-outs for structural support. The project coordinates reference Easting 1826154.00 and Northing 2155363.73 at the beginning and Easting 1826156.37 and Northing 2155335.83 at the end. Design oversight included documentation from multiple engineering professionals including ATQ for design and review responsibilities and CMB for checking authority, with the responsible charge engineer signature required on final plans.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Final_CRFQ_0803_DOT2500000059_1_WV_CRFQ_FORM.PDF | ||
| CRFQ DOT2500000059 Specifications.pdf | ||
| CRFQ DOT2500000059 Terms and Conditions.pdf | ||
| CRFQ DOT2500000059 Exhibit A Pricing Page.xlsx | XLSX spreadsheet | |
| CRFQ DOT2500000059 Inst to Vendors.pdf |
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| Laurel Run W-Beam - 1 -Title Sheet |
| Laurel Run W-Beam - 1 -Title Sheet |
| Laurel Run W-Beam - 5 - Project Plan View.dgn |
| Laurel Run W-Beam - 10 - Plan View, Guardrail and Post Ten Rod Layout |
| Laurel Run W-Beam - 10 - Plan View, Guardrail and Post Ten Rod Layout |
| Laurel Run W-Beam - 5 - Project Plan View.dgn |
| Laurel Run W-Beam - 14 - Typ. Abutment Sections and Rebar Schedule |
| Laurel Run W-Beam - 14 - Typ. Abutment Sections and Rebar Schedule |
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