DEPARTMENT OF TRANSPORTATION
DIVISION 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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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: |
07/08/2024 |
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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: |
03/31/2023 |
Mix Design: |
1615759 |
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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: Mason St UC |
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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 | 4.00 | 12.57 | 63642 | 5065.0 | 1 |
| 2 | 4.00 | 12.57 | 58412 | 4648.0 | 1 |
| 3 | 4.01 | 12.63 | 63760 | 5049 | 1 |
DIME Test ID: 2023-03-31-13-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4920
Age of specimen: 7 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 | 4.00 | 12.57 | 80366 | 6395.0 | 1 |
| 2 | 4.01 | 12.63 | 72485 | 5739.0 | 1 |
| 3 | 4.01 | 12.63 | 79655 | 6307 | 1 |
DIME Test ID: 2023-03-31-13-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6150
Age of specimen: 28 days
Certified By: Spencer Adams
ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
| Slump |
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| 5 |
DIME Test ID: 2023-03-31-13-5
Certified By: Rose Saephan
ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
| Temperature |
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| 63 |
DIME Test ID: 2023-03-31-13-6
Certified By: Rose Saephan
Test ID: 2023-03-31-13-5: Performed by RMA
Test ID: 2023-03-31-13-6: Performed by RMA
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing