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 # 04264094 Cty Rte PM Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Richard Duncan |
Date Reported: |
09/10/2018 |
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Address: |
TL Number: |
502 |
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City: |
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Project Name: |
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Prime Contractor: GHILOTTI BROS / RM HARRIS JV |
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Sample Taken Date: |
08/13/2018 |
Mix Design: |
4201a |
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Contractor: Unknown |
Location : |
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Structure unique identifier: RW 3 |
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Structure name: RW 3 |
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Location of Pour: rw footing |
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 | 6.02 | 28.46 | 165636 | 5820.0 | 1 |
2 | 6.02 | 28.46 | 165349 | 5809.9 | 1 |
DIME Test ID: 2018-08-13-13-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5810
Age of specimen: 28 days
Certified By: Larry McCrum
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing