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 # 030L0804 Cty SAC Rte 51 PM 5.5/5.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jony Tji |
Date Reported: |
02/14/2024 |
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Address: |
TL Number: |
293953 |
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City: |
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Project Name: Bridge Rail Replacement due to Vehicle Strike |
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Prime Contractor: RA NEMETZ |
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Sample Taken Date: |
01/17/2024 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location : Marconi Bridge |
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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
Cured in accordance with ASTM C511
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 | 4.00 | 12.57 | 52364 | 4167.0 | 1 |
2 | 4.01 | 12.63 | 56633 | 4484.0 | 1 |
3 | 4.02 | 12.69 | 54576 | 4300 | 1 |
DIME Test ID: 2024-01-17-17-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4320
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
Cured in accordance with ASTM C511
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 | 4.00 | 12.57 | 58315 | 4641.0 | 1 |
2 | 4.01 | 12.63 | 58524 | 4634.0 | 1 |
3 | 4.00 | 12.57 | 55194 | 4392 | 1 |
DIME Test ID: 2024-01-17-17-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4560
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing