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 # 030F2864 Cty SAC Rte 99 PM 7.92 / 8.4 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Masoud Saed |
Date Reported: |
08/23/2021 |
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Address: |
TL Number: |
293106 |
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City: |
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Project Name: Remove and replace Consumnes River and Consumnes River Overflow bridge |
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Prime Contractor: GRANITE CONSTRUCTION COMPANY |
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Sample Taken Date: |
07/26/2021 |
Mix Design: |
201 |
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Contractor: Unknown |
Location: Sacramento County |
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Structure unique identifier: |
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Structure name: River abut 6 |
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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 |
---|---|---|---|---|---|
1 | 4.02 | 12.69 | 65517 | 5162.0 | 1 |
2 | 4.02 | 12.69 | 65953 | 5196.0 | 1 |
3 | 4.02 | 12.69 | 67318 | 5304 | 1 |
DIME Test ID: 2021-07-26-15-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5220
Age of specimen: 7 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 | 81180 | 6396.0 | 1 |
2 | 4.02 | 12.69 | 78618 | 6194.0 | 1 |
3 | 4.02 | 12.69 | 80680 | 6357 | 1 |
DIME Test ID: 2021-07-26-15-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6320
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing