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 # 043G4744 Cty MRN Rte 580 PM 6.9/7.8,0.0/2.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Behzad Halali |
Date Reported: |
05/03/2023 |
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Address: |
TL Number: |
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City: |
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Project Name: CLEAN AND PAINT STRUCTURAL STEEL BRIDGE. |
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Prime Contractor: Allied Painting, INC. |
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Sample Taken Date: |
04/05/2023 |
Mix Design: |
80371TP |
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Contractor: Unknown |
Location: CONTRA COSTA AND MARIN COUNTIES IN RICHMOND AND SAN RAFAEL FROM 0.8 MILE WEST OF TOLL PLAZA TO 0.1 MILE EAST OF MAIN STREET |
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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 |
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1 | 6.00 | 28.27 | 144869 | 5124.0 | 1 |
2 | 6.00 | 28.27 | 152587 | 5397.0 | 1 |
DIME Test ID: 2023-04-05-29-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5260
Age of specimen: 8 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 | 6.01 | 28.37 | 175287 | 6179.0 | 1 |
2 | 6.01 | 28.37 | 165682 | 5840.0 | 1 |
DIME Test ID: 2023-04-05-29-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6010
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing