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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 # 044G0804 Cty SOL Rte 80 PM R10.4/30.2 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Justen Tatum |
Date Reported: |
04/21/2022 |
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Address: |
TL Number: |
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City: |
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Project Name: Highway widening, overhead signs, and electronic toll system. |
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Prime Contractor: O.C. JONES & SONS, INC. |
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Sample Taken Date: |
03/10/2022 |
Mix Design: |
CT063CR5W |
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Contractor: Unknown |
Location : In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: |
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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
Cured in accordance with ASTM C511
| 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 |
|---|---|---|---|---|---|
| 1 | 4.02 | 12.69 | 75454 | 5945.0 | 1 |
| 2 | 4.01 | 12.63 | 73269 | 5802.0 | 1 |
| 3 | 4.01 | 12.63 | 74458 | 5896 | 2 |
DIME Test ID: 2022-03-10-2-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5880
Age of specimen: 28 days
Certified By: Spencer Adams
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| 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 |
|---|---|---|---|---|---|
| 1 | 4.04 | 12.82 | 78141 | 6096.0 | 4 |
| 2 | 4.04 | 12.82 | 80054 | 6245.0 | 1 |
| 3 | 4.01 | 12.63 | 74627 | 5909 | 2 |
DIME Test ID: 2022-03-10-2-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6080
Age of specimen: 42 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing