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: |
12/21/2021 |
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Address: |
TL Number: |
293115 |
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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: |
11/23/2021 |
Mix Design: |
548 |
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Contractor: Unknown |
Location: Sacramento County |
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Structure unique identifier: |
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Structure name: |
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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 | 61870 | 4875.0 | 1 |
2 | 4.02 | 12.69 | 59972 | 4725.0 | 1 |
3 | 4.01 | 12.63 | 60167 | 4764 | 1 |
DIME Test ID: 2021-11-23-7-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4790
Age of specimen: 14 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 | 63420 | 4997.0 | 1 |
2 | 4.02 | 12.69 | 59915 | 4721.0 | 1 |
3 | 4.02 | 12.69 | 59629 | 4698 | 1 |
DIME Test ID: 2021-11-23-7-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4810
Age of specimen: 21 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 | 62823 | 4950.0 | 1 |
2 | 4.02 | 12.69 | 60741 | 4786.0 | 1 |
3 | 4.02 | 12.69 | 61475 | 4843 | 1 |
DIME Test ID: 2021-11-23-7-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4860
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing