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: |
02/22/2022 |
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Address: |
TL Number: |
225385 |
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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: |
01/24/2022 |
Mix Design: |
547 |
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Contractor: Unknown |
Location: Sacramento County |
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Structure unique identifier: |
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Structure name: Abutment 6 Approach Slab |
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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 | 38045 | 2997.0 | 1 |
2 | 4.01 | 12.63 | 35431 | 2805.0 | 1 |
3 | 4.02 | 12.69 | 37881 | 2985 | 1 |
DIME Test ID: 2022-01-24-17-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 2930
Age of specimen: 3 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 | 55326 | 4359.0 | 1 |
2 | 4.02 | 12.69 | 54576 | 4300.0 | 1 |
3 | 4.00 | 12.57 | 51699 | 4114 | 1 |
DIME Test ID: 2022-01-24-17-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4260
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 | 4.04 | 12.82 | 71466 | 5575.0 | 1 |
2 | 4.03 | 12.76 | 71589 | 5612.0 | 1 |
3 | 4.04 | 12.82 | 73946 | 5768 | 1 |
DIME Test ID: 2022-01-24-17-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5650
Age of specimen: 29 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing