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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 # 034J6804 Cty YOL Rte 128 PM 1/6 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Nimi Badwalz |
Date Reported: |
10/10/2023 |
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Project Name: |
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Prime Contractor: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION |
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Sample Taken Date: |
08/29/2023 |
Mix Design: |
1628930 |
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Contractor: Unknown |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: Soldier Pile Wall |
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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 | 81564 | 6426.0 | 1 |
| 2 | 4.00 | 12.57 | 84588 | 6731.0 | 1 |
| 3 | 4.02 | 12.69 | 71178 | 5608 | 1 |
DIME Test ID: 2023-08-29-12-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6260
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 | 4.01 | 12.63 | 79744 | 6314.0 | 1 |
| 2 | 4.02 | 12.69 | 91447 | 7205.0 | 4 |
| 3 | 4.02 | 12.69 | 84507 | 6658 | 2 |
DIME Test ID: 2023-08-29-12-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6730
Age of specimen: 42 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