Gavin Newsom, Governor |
DEPARTMENT OF TRANSPORTATIONDIVISION OF ENGINEERING SERVICES MATERIALS ENGINEERING AND TESTING SERVICES Concrete Materials Testing Branch 5900 Folsom Blvd. Sacramento, CA 95819 916-227-7205 |
Contract # 030H4804 Cty SAC Rte 99 PM 0.1/1.6,11.8/21.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Sushma Lee |
Date Reported: |
06/03/2020 |
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Address: |
TL Number: |
132751 |
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City: |
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Project Name: COLD PLANE AC PAVEMENT AND RHMA OVERLAY. |
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Prime Contractor: MERCER-FRASER COMPANY |
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Sample Taken Date: |
05/05/2020 |
Mix Design: |
Wet Pile Mix 9675 |
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Contractor: Unknown |
Location: SACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: Unknown |
The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
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1 | 28.46 | 6.02 | 5366.0 | 152727 | 1 |
2 | 28.46 | 6.02 | 5204.0 | 148136 | 1 |
DIME Test ID: 2020-05-05-10-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5290
Age of specimen: 29 days
Certified By: Phillip Montes
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing