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 # 030F2844 Cty SAC Rte 99 PM 7.1/9.4
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 # 030F2844 Cty SAC Rte 99 PM 7.1/9.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Masoud Saed |
Date Reported: |
11/23/2020 |
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Address: |
TL Number: |
280819 |
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City: |
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Project Name: Construct new PCC precast girder bridge over UPRR at McConnell OH between existing SB and NB alignments |
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Prime Contractor: GRANITE CONSTRUCTION COMPANY |
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Sample Taken Date: |
11/09/2020 |
Mix Design: |
201 |
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Contractor: Unknown |
Location : |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: |
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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 |
|---|---|---|---|---|---|
| 1 | 5.97 | 27.99 | 173090 | 6184.0 | 1 |
| 2 | 5.98 | 28.09 | 177731 | 6327.2 | 1 |
DIME Test ID: 2020-11-09-23-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6260
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 14 days
Certified By: Larry McCrum
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing