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 # 033J0804 Cty SAC/SAC Rte 99 PM 2.36/2.36 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
06/10/2022 |
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Address: |
TL Number: |
197330 |
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City: |
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Project Name: Site preparation, remove and replace structural section, reset fence, remove and replace unsound concrete and rebar, remove and replace structure backfill, minor HMA, traffic control, and incidental work. |
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Prime Contractor: Granite Construction Company |
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Sample Taken Date: |
05/13/2022 |
Mix Design: |
547 |
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Contractor: Unknown |
Location: |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: |
The following testing has been tested in accordance with:
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
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1 | 4.02 | 12.69 | 18784 | 1480.0 | 1 |
2 | 4.05 | 12.88 | 69736 | 5413.0 | 1 |
3 | 4.02 | 12.69 | 78467 | 6182 | 4 |
DIME Test ID: 2022-05-13-17-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4360
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing