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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 # Cty Rte PM Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
11/19/2014 |
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Address: |
TL Number: |
87426 |
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City: |
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Project Name: Crush test |
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Prime Contractor: Not set |
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Sample Taken Date: |
11/05/2014 |
Mix Design: |
CTO63CR5W |
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Contractor: Unknown |
Location : |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: |
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The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 28.46 | 6.02 | 3638.4 | 103548 | 1 |
| 2 | 28.46 | 6.02 | 3704.6 | 105434 | 1 |
DIME Test ID: 2014-11-05-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3670
Age of specimen: 14 days
Certified By: She Vang
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 28.27 | 6.00 | 3193.5 | 90279 | 1 |
| 2 | 28.46 | 6.02 | 3173.2 | 90310 | 1 |
DIME Test ID: 2014-11-05-5-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3180
Age of specimen: 7 days
Certified By: Bang Nguyen
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing