CRFQ DOT2700000014 Exhibit A Drawings.pdf
PDF 511 KB Posted
- Attached to
- Epoxy Coated Rebar for Wetzel County Salt Shed
- Solicitation number
- CRFQ 0803 DOT2700000014 1
- Issued by
- Kanawha County, West Virginia
About this file
This is a technical exhibit document for a construction project involving the Wetzel County Salt Shed in West Virginia, specifically detailing epoxy-coated rebar specifications and material requirements. The project encompasses structural reinforcing steel for footings, walls, slabs, and approach areas, with all reinforcing steel meeting a minimum strength rating of 60 KSI or greater. Splice lengths must conform to the latest ACI 318 Building Code requirements, with a minimum allowable splice length of 30 times the bar diameter. The exhibit provides detailed specifications for 89 footing marks, 8 wall marks, 5 slab marks, and 2 approach marks, with individual quantities, types, and dimensional parameters (lengths A and B) for each reinforcement element.
The material requirements summary indicates total quantities of 625 cubic yards of vapor barrier concrete, 80,791 pounds of epoxy-coated steel, 262 cubic yards of stone, and 7,122 square feet of Class H epoxy coating for the complete project. The project encompasses wall construction requiring 182 cubic yards of concrete and 37,900 pounds of steel, footer work requiring 242 cubic yards of concrete and 34,952 pounds of steel, slab work requiring 193 cubic yards of concrete and 7,662 pounds of steel with 257 cubic yards of stone and 6,922 square feet of coating, and approach construction requiring 8 cubic yards of concrete, 277 pounds of steel, 5 cubic yards of stone, and 200 square feet of coating. All material quantities and specifications are presented in standardized engineering format suitable for competitive bidding and construction procurement.
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Other files
| File | Type | Posted |
|---|---|---|
| CRFQ DOT2700000014 Terms and Conditions.pdf | ||
| CRFQ DOT2700000014 Exhibit B Pricing Page.xlsx | XLSX spreadsheet | |
| CRFQ DOT2700000014 Specifications.pdf | ||
| CRFQ DOT2700000014 Inst to Vendors.pdf | ||
| Final_CRFQ_0803_DOT2700000014_1_WV_CRFQ_FORM.PDF |
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Text version
NOTE:
1. ALL REINFORCING STEEL SHALL BE 60KSI OR GREATER.
2. THE MINIMUM ALLOWABLE SPLICE LENGTH IS
30 TIMES THE BAR DIAMETER (30*D).
3. THE SPLICES SHALL CONFORM TO THE LATEST ACI 318: BUILDING
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
FOOTING
MARK TYPE NUMBER LENGTH A B
F405E STR 89 20'-0"
F501E STR 644 9'-0"
F502E STR 80 40'-0"
F503E STR 40 32'-7"
F504E STR 80 37'-9"
F505E STR 89 20'-0"
F810E 1 770 8'-0" 1'-4" 6'-8" F811E 3 6 3'-7" 1'-4" 2'-3"
WALL
MARK TYPE NUMBER LENGTH A B
W500E STR 8 4'-0"
W501E STR 140 40'-0"
W502E STR 32 34'-0"
W503E STR 40 26'-9"
W504E STR 4 3'-10"
W505E STR 16 16'-1"
W506E STR 6 4'-9"
W507E STR 56 24'-1"
W508E STR 16 7'-1"
W520E STR 112 6'-0" 3'-0" 3-0"
W810E STR 770 12'-9"
SLAB
MARK TYPE NUMBER LENGTH A B
S451E STR 19 20'-3"
S452E STR 336 19'-3"
S454E STR 4 8'-8"
S457E STR 100 17'-1"
S501E STR 336 5'-0"
APPROACH
MARK TYPE NUMBER LENGTH A B
A401E STR 10 19'-6"
A402E 4 20 11'-0" 1'-" 9'-6"
CLASS H EPOXY CTD. CLASS 1 VAPOR
CONC STEEL STONE BARRIER
(CYD) (LBS) (CYD) (SF)
WALL 182 37900
FOOTER 242 34952
APPROACH 8 277 5 200
SLAB 193 7662 257 6922
TOTAL 625 80791 262 7122
E134507 Text Box Exhibit A - Page 1
E134507 Text Box Exhibit A - Page 2
File details come from the government source that posted it. Updated .