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 # 042Y9904 Cty SON Rte 1 PM 34.5, 34.5/34.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Fabio La Serna |
Date Reported: |
06/19/2023 |
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Address: |
TL Number: |
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City: |
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Project Name: Fort Ross Wall EFA |
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Prime Contractor: Granite Construction Company |
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Sample Taken Date: |
05/22/2023 |
Mix Design: |
72203043F |
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Contractor: Unknown |
Location: 11 miles north of Jenner |
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Structure unique identifier: 20-E0010 |
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Structure name: Fort Ross Retaining Wall |
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Location of Pour: Micropile 32B thru 27A |
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
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 | 4.04 | 12.82 | 69459 | 5418.0 | 1 |
2 | 4.02 | 12.69 | 70135 | 5526.0 | 1 |
3 | 4.03 | 12.76 | 53957 | 4230 | 2 |
DIME Test ID: 2023-05-22-3-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5060
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
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 | 100607 | 7927.0 | 1 |
2 | 4.02 | 12.69 | 91913 | 7242.0 | 1 |
3 | 4.02 | 12.69 | 98086 | 7728 | 1 |
DIME Test ID: 2023-05-22-3-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7630
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing