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 # 030F2504 Cty YOL Rte 80 PM R11.1/R11.7,M0.0/M0.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Ephrem Teweldeberhan |
Date Reported: |
12/09/2021 |
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Address: |
TL Number: |
225323 |
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City: |
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Project Name: SAC RIVER BOH (BRYTE BEND) |
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Prime Contractor: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC |
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Sample Taken Date: |
11/11/2021 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: SACRAMENTO AND YOLO COUNTIES IN WEST SACRAMENTO AND SACRAMENTO FROM 0.1 MILE WEST OF REED AVENUE UNDERCROSSING TO 0.1 MILE EAST OF SACRAMENTO RIVER BRIDGE AND OVERHEAD |
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Structure unique identifier: |
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Structure name: Bryte Bend Bridge Old Drain II / New Drain 15 |
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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 | 4.02 | 12.69 | 86779 | 6837.0 | 1 |
2 | 4.02 | 12.69 | 83424 | 6573.0 | 1 |
3 | 4.02 | 12.69 | 86967 | 6852 | 1 |
DIME Test ID: 2021-11-11-12-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6750
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing