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: |
07/02/2024 |
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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: |
08/04/2023 |
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: Ulatis Bent 2 and 5 Caps |
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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 |
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| 1 | 4.04 | 12.82 | 43420 | 3387.0 | 1 |
| 2 | 4.01 | 12.63 | 39781 | 3150.0 | 1 |
| 3 | 4.03 | 12.76 | 42514 | 3333 | 1 |
DIME Test ID: 2023-08-04-32-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3290
Age of specimen: 5 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 | 4.03 | 12.76 | 45038 | 3531.0 | 2 |
| 2 | 4.02 | 12.69 | 45100 | 3553.0 | 1 |
| 3 | 4.01 | 12.63 | 42216 | 3343 | 1 |
DIME Test ID: 2023-08-04-32-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3480
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 | 4.02 | 12.69 | 60451 | 4763.0 | 1 |
| 2 | 4.03 | 12.76 | 60147 | 4715.0 | 1 |
| 3 | 4.03 | 12.76 | 64181 | 5032 | 1 |
DIME Test ID: 2023-08-04-32-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4840
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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| 3.75 |
DIME Test ID: 2023-08-04-32-6
Certified By: Rose Saephan
ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
| Temperature |
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| 78 |
DIME Test ID: 2023-08-04-32-7
Certified By: Rose Saephan
Test ID: 2023-08-04-32-6: Performed by RMA
Test ID: 2023-08-04-32-7: Performed by RMA
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing