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 # 030F2204 Cty ED Rte 50 PM R30.7/R31.7 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jarrett Woodruff |
Date Reported: |
12/05/2014 |
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Address: |
TL Number: |
173226 |
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City: |
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Project Name: REPLACE BRIDGE. |
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Prime Contractor: VIKING CONSTRUCTION COMPANY, INC. |
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Sample Taken Date: |
10/10/2014 |
Mix Design: |
SF850AFST0 |
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Contractor: Unknown |
Location: SLY PARK UNDERCROSSING |
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Structure unique identifier: Unknown |
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Structure name: stage 2 deck |
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Location of Pour: |
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
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 |
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1 | 28.09 | 5.98 | 5561.9 | 156233 | 1 |
2 | 28.09 | 5.98 | 5743.5 | 161336 | 1 |
DIME Test ID: 2014-10-10-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5650
Age of specimen: 28 days
Certified By: Larry McCrum
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 28.18 | 5.99 | 6568.0 | 185087 | 1 |
2 | 28.18 | 5.99 | 6222.8 | 175359 | 1 |
DIME Test ID: 2014-10-10-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6400
Age of specimen: 56 days
Certified By: She Vang
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing