Pavement Preservation and Maintenance Services – District 4
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Source: Georgia Purchasing Group
0 . 000 BEGIN PROJECT 123 FT . NORTH OF JCT OF SR 97 AND SR 311 C / L . AT EXISTING ASPHALT JOINT . BEGIN FULL WIDTH VARIABLE DEPTH MILLING ( TYPICALLY 1 ¼ INCHES ) ALLOWING FOR A SMOOTH TRANSITION AND MAINTAINING EXISTING PROFILE . BEGIN FULL WIDTH INLAY OF 9 . 5 MM SUPERPAVE TYPE II AT 135 LBS . PER
- Status
- Closed
- Sector
- Road, Consumer Products, Bridge, Cement
- Location
- Georgia, United States of America
- Updated
- 3 Nov 2026
- Source
- Georgia Purchasing Group
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Tender Information
Participants
| Not available for this record. |
Status
Original status | closed |
Taiyo status | Closed |
Taiyo last update | 2026-11-03 |
Contact
| Not available for this record. |
Description
Description | 0 . 000 BEGIN PROJECT 123 FT . NORTH OF JCT OF SR 97 AND SR 311 C / L . AT EXISTING ASPHALT JOINT . BEGIN FULL WIDTH VARIABLE DEPTH MILLING ( TYPICALLY 1 ¼ INCHES ) ALLOWING FOR A SMOOTH TRANSITION AND MAINTAINING EXISTING PROFILE . BEGIN FULL WIDTH INLAY OF 9 . 5 MM SUPERPAVE TYPE II AT 135 LBS . PER SQ . YD . BEGIN RE - STRIPING ROADWAY AS EXISTING WITH THE EXCEPTION OF INCREASING AND / OR MAINTAINING 12 FT . TRAVEL LANES THROUGHOUT THE PROJECT WHERE APPLICABLE . BEGIN REPLACING RPM ’ s AS EXISTING . BEGIN INSTALLATION OF SINUSOIDAL EDGELINE AND CENTERLINE RUMBLE STRIPS - GROUND IN PLACE ( CONTINUOUS ) AS REQUIRED . ( MM . 23 . 05 ) ( GPS COORDINATES 30 . 91400 N . 84 . 56552 W .). 28 FT . 0 . 019 END FULL WIDTH VARIABLE DEPTH MILLING ( TYPICALLY 1 ¼ INCHES ). BEGIN FULL WIDTH OVERLAY OF 9 . 5 MM SUPERPAVE TYPE II AT 135 LBS . PER SQ . YD . ALLOWING FOR A SMOOTH TRANSITION AND MAINTAINING EXISTING PROFILE . 2 . 035 WHIGHAM DAIRY RD . C / L . 2 . 705 END FULL WIDTH OVERLAY OF 9 . 5 MM SUPERPAVE TYPE II AT 135 LBS . PER SQ . YD . BEGIN FULL WIDTH VARIABLE DEPTH MILLING ( TYPICALLY 1 ¼ INCHES ) ALLOWING FOR A SMOOTH TRANSITION AND MAINTAINING EXISTING PROFILE . BEGIN FULL WIDTH INLAY OF 9 . 5 MM SUPERPAVE TYPE II AT 135 LBS . PER SQ . YD . 2 . 724 END FULL WIDTH VARIABLE DEPTH MILLING ( TYPICALLY 1 ¼ INCHES ) ALLOWING FOR A SMOOTH TRANSITION AND MAINTAINING EXISTING PROFILE . END FULL WIDTH INLAY OF 9 . 5 MM SUPERPAVE TYPE II AT 135 LBS . PER SQ . YD . END RE - STRIPING ROADWAY AS EXISTING WITH THE EXCEPTION OF INCREASING AND / OR MAINTAINING 12 FT . TRAVEL LANES THROUGHOUT THE PROJECT WHERE APPLICABLE . END REPLACING RPM ’ s AS EXISTING . END INSTALLATION OF SINUSOIDAL EDGELINE AND CENTERLINE RUMBLE STRIPS - GROUND IN PLACE ( CONTINUOUS ) AS REQUIRED . END PROJECT 1039 FT . SOUTH OF BIG SLOUGH BRIDGE FORWARD APPROACH ASPHALT / CONCRETE DECK JOINT AT EXISTING PAVED JOINT . ( MM . 25 . 66 ) ( GPS COORDINATES 30 . 93292 N . 84 . 52600 W .). 28 FT . |
Location
Country | United States of America (USA) |
State | Georgia |
Source
Source | Georgia Purchasing Group |
URL |
More Details
Record type | Tender |
Sector | Road, Consumer Products, Bridge, Cement |
Article published date | 2026-04-29 |
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