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 # 030H10U4 Cty SAC Rte 5 PM 9.7/24.9 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Daniel Tecle |
Date Reported: |
05/25/2021 |
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Address: |
TL Number: |
281910 |
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City: |
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Project Name: |
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Prime Contractor: NOR CAL PAVING TEICHERT/GRANITE |
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Sample Taken Date: |
04/26/2021 |
Mix Design: |
T71A5D1 |
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Contractor: Unknown |
Location: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
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Structure unique identifier: |
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Structure name: Land Park UP 24-0226 |
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Location of Pour: |
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 | 3.99 | 12.5 | 62629 | 5009.0 | 1 |
2 | 3.99 | 12.5 | 60260 | 4819.0 | 1 |
3 | 3.99 | 12.5 | 65111 | 5207 | 1 |
DIME Test ID: 2021-04-26-15-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5010
Age of specimen: 14 days
Certified By: Mike Mullins
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 | 3.99 | 12.5 | 69540 | 5562.0 | 1 |
2 | 3.99 | 12.5 | 68862 | 5507.0 | 2 |
3 | 3.99 | 12.5 | 68061 | 5443 | 1 |
DIME Test ID: 2021-04-26-15-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5500
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing