SECTION 724 PAVEMENT PATCHING, WIDENING AND JOINT REPAIR
MATERIAL |
REFERENCE |
PURPOSE |
SAMPLED BY |
MINIMUM FREQUENCY |
MIN. QUANTITY |
CERT. |
REMARKS |
|
TESTED BY |
METHOD |
CONTAINER |
DISTR. |
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| ASPHALTIC CONCRETE | FOR DETAILS ON ADDITIVES, AGGREGATES, ASPHALT CEMENTS, ASPHALTIC CONCRETE, ASPHALTIC TACK COAT, ASPHALT MIX RELEASE AGENT AND MINERAL FILLER, SEE SECTION 501 OF THIS MANUAL. | Roadway density requirements for patching and widening are 1 per 100 Mg or maximum of 5 per lot from the top 100 mm of finished section. Type 9 for joint repair. | ||||||
| CONCRETE-PORTLAND
CEMENT (Pavement and Structural) |
Class A | FOR DETAILS OF CONCRETE AND ASSOCIATED MATERIALS, SEE SECTION 601 AND SECTION 901 OF THIS MANUAL. | ||||||
| Compressive Strength | 601.18(b)(2) 724.08(a)(1) Dist. Lab |
Accept. | Proj. Engr. S 301 |
3 cyl/batch 2 batches/lot |
0.03 m3 150 mm x 300 mm cylinder mold |
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A lot is a complete section or an identifiable pour that is completed in one day. | |
| GRANULAR MATERIAL | 724.02 1003.07 Dist. Lab |
Accept. | Proj. Engr. S 101 |
1/1000 m3 | 1 full sample sack | ---- |
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