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 # 031E0604 Cty YUB Rte 70 PM 15.5/16.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Manoharan Selvendran |
Date Reported: |
02/24/2021 |
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Address: |
TL Number: |
064471 |
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City: |
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Project Name: SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055. |
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Prime Contractor: MCM Construction |
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Sample Taken Date: |
01/13/2021 |
Mix Design: |
1613514 |
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Contractor: Unknown |
Location : NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019. |
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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 | 5.97 | 27.99 | 115384 | 4122.0 | 1 |
2 | 5.95 | 27.81 | 107757 | 3875.0 | 1 |
DIME Test ID: 2021-01-13-14-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4000
Age of specimen: 7 days
Certified By: Mike Mullins
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 | 5.97 | 27.99 | 175729 | 6278.0 | 1 |
2 | 5.98 | 28.09 | 188160 | 6699.0 | 1 |
DIME Test ID: 2021-01-13-14-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6490
Age of specimen: 42 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing