DEPARTMENT OF TRANSPORTATION
DIVISION 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 #
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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 # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Manoharan Selvendran |
Date Reported: |
04/07/2020 |
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Address: |
TL Number: |
132522 |
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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: |
02/18/2020 |
Mix Design: |
1613465 |
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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: Unknown |
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The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 28.37 | 6.01 | 7648.0 | 216958 | 1 |
| 2 | 28.27 | 6.00 | 7503.0 | 212131 | 1 |
DIME Test ID: 2020-02-18-11-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7580
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 43 days
Certified By: Larry McCrum
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing