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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 # 100X7514 Cty Rte VAR PM 0/0 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Iqbal Aulakh |
Date Reported: |
06/17/2024 |
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Address: |
TL Number: |
293254 |
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City: |
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Project Name: Upgrade bridge rails of three bridges |
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Prime Contractor: Bugler Construction |
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Sample Taken Date: |
05/20/2024 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location : Calaveras County |
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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 | 4.00 | 12.57 | 57424 | 4570.0 | 1 |
| 2 | 4.02 | 12.69 | 56939 | 4486.0 | 1 |
| 3 | 4.00 | 12.57 | 56869 | 4526 | 1 |
DIME Test ID: 2024-05-20-63-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4530
Age of specimen: 8 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 | 84271 | 6673.0 | 4 |
| 2 | 4.01 | 12.63 | 90288 | 7149.0 | 1 |
| 3 | 4.01 | 12.63 | 91482 | 7244 | 1 |
DIME Test ID: 2024-05-20-63-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7020
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