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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 # 033F0734 Cty SAC Rte 51 PM 2.0/3.5 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
John Ruzic |
Date Reported: |
08/30/2023 |
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Address: |
TL Number: |
295094 |
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City: |
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Project Name: Dredge, construct in-water foundation |
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Prime Contractor: American River Constructors |
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Sample Taken Date: |
08/02/2023 |
Mix Design: |
1615654 |
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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: |
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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 | 48003 | 3782.0 | 1 |
| 2 | 4.03 | 12.76 | 48931 | 3836.0 | 1 |
| 3 | 4.00 | 12.57 | 42783 | 3405 | 1 |
DIME Test ID: 2023-08-02-44-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3670
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 | 64823 | 5107.0 | 1 |
| 2 | 4.02 | 12.69 | 71048 | 5598.0 | 1 |
| 3 | 4.01 | 12.63 | 60578 | 4797 | 1 |
DIME Test ID: 2023-08-02-44-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5170
Age of specimen: 28 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing