5 ROADWAY TYPICAL ASPH.docx
DOCX document 42 KB Posted
- Attached to
- Paving Project
- Solicitation number
- PE-77081-NONST-2026-000000009
- Issued by
- Dooly County, Georgia
About this file
This is a technical specification document for a roadway resurfacing project involving full depth reclamation on Ernest Brown Road (between Bobby Brown Road and Owens Road) spanning approximately 1.15 miles. The project calls for maintaining a roadway width of approximately 20 feet to 18 feet with proper cross-slope drainage maintenance. The work includes full depth reclamation (FDR) to a depth of 6 inches across the full roadway width, followed by resurfacing with two layers of recycled asphaltic concrete: 220 pounds per square yard of 19mm Superpave (GP-2 only) as the binder course with bituminous material and hydrated lime, topped with 135 pounds per square yard of 9.5mm Superpave (GP-2 only) as the wearing course, also including bituminous material and hydrated lime. The pavement surfacing consists of a 1¼-inch topping layer and 2-inch binder layer applied over the reclaimed base.
The document does not contain information regarding pricing terms, contract duration, bid submission dates, site visit requirements, bidder meetings, award schedules, or funding sources. This appears to be a technical specification sheet detailing construction standards and material requirements rather than a complete contract solicitation document. Additional procurement documents would be needed to establish bidding procedures, cost estimates, project timelines, and other contractual terms.
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Other files
| File | Type | Posted |
|---|---|---|
| 2 Invitation to Bid.doc | DOC document | |
| 3 Instruction to Bidder.doc | DOC document | |
| 6 SEC 400.pdf | ||
| 5_E ss109.pdf | ||
| 5 SPECIAL PROVISIONS FOR FDR_ERNEST BROWN RD.docx | DOCX document | |
| Security and Immigration AFfidavit.doc | DOC document | |
| 4 BID FORM.doc | DOC document | |
| i_9 2027.pdf | ||
| AGREEMENT.doc | DOC document | |
| 6 SEC 652.pdf | ||
| 5_C ss107.pdf | ||
| 5_D ss108.pdf | ||
| 6 SEC 162_165.pdf | ||
| 6 SEC 315.pdf | ||
| 5 SPECIAL PROVISION.docx | DOCX document | |
| 5 ROADWAY TYPICAL ASPH_ERNEST BROWN RD (1).docx | DOCX document | |
| E_verify affidavit.pdf | ||
| BID BOND.doc | DOC document | |
| 5_F 150.pdf | ||
| 5 PROJECT MAP.pdf | ||
| 5_A104.pdf | ||
| Corporate Certification.doc | DOC document | |
| 5_B ss105.pdf |
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Text version
ROADWAY TYPICAL
FULL DEPTH RECLAMATION AND RESURFACING
ERNEST BROWN RD
(BOBBY BROWN RD TO OWENS RD)
(+/- 1.15 miles)
ROADWAY WIDTH +/-20FT-18FT
MAINTAIN CROSS- SLOPE ¼” cross-slope per ft
SHOULDER VARIES SHOULDER VARIES
NOT TO SCALE
PAVED AREA- 1 1/4” TOPPING AND 2” BINDER
FDR-6” DEPTH
PAVEMENT
FDR WILL BE +/-20FT-18FT AND 6” DEPTH. MAINTAIN PROPER CROSS SLOPE FOR DRAINAGE. RESURFACE FULL WIDTH WITH 220LBS PER SQUARE YARD RECYCLED ASPHALTIC CONCRETE 19MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME AND 135LBS PER SQUARE YARD RECYCLED ASPHALTIC CONCRETE 9.5MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME image1.gif
File details come from the government source that posted it. Updated .