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 # 04013584 Cty SF Rte 80 PM 8.0/8.3,0.9/1.4 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Brian Boal |
Date Reported: |
09/24/2018 |
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Address: |
TL Number: |
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City: |
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Project Name: Pier Retention |
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Prime Contractor: Kiewit/Manson, AJV |
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Sample Taken Date: |
08/27/2018 |
Mix Design: |
NOT PROVIDED |
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Contractor: Unknown |
Location : In San Francisco and Alameda Counties on Yerba Buena Island and .4 miles west of Oakland Toll plaza |
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Structure unique identifier: |
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Structure name: Oakland Observation Structure |
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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 | 6.02 | 28.46 | 221680 | 7789.2 | 1 |
2 | 6.02 | 28.46 | 245643 | 8631.2 | 1 |
DIME Test ID: 2018-08-27-13-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 8210
Age of specimen: 28 days
Certified By: Ruben Macias
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 | 6.03 | 28.56 | 250343 | 8765.5 | 4 |
2 | 6.03 | 28.56 | 246340 | 8625.4 | 1 |
DIME Test ID: 2018-08-27-13-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 8700
Age of specimen: 28 days
Certified By: Ruben Macias
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing