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 # 030F6904 Cty BUT Rte 70 PM 24.3 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Ben Hargrove |
Date Reported: |
07/27/2016 |
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Address: |
TL Number: |
22 |
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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: |
06/29/2016 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: ABOUT 9.5 MILES EAST OF OROVILLE AT FLAG CANYON CREEK BRIDGE 12-140 |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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 | 5.98 | 28.09 | 91392 | 3253.5 | 1 |
2 | 6.03 | 28.56 | 95016 | 3326.9 | 1 |
DIME Test ID: 2016-06-29-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3290
Age of specimen: 7 days
Certified By: Bang Nguyen
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 |
---|---|---|---|---|---|
1 | 6.02 | 28.46 | 107710 | 3784.6 | 1 |
2 | 5.96 | 27.9 | 92620 | 3319.7 | 1 |
DIME Test ID: 2016-06-29-3-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3550
Age of specimen: 14 days
Certified By: Bang Nguyen
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 |
---|---|---|---|---|---|
1 | 6.00 | 28.27 | 95423 | 3375.4 | 1 |
2 | 5.97 | 27.99 | 124316 | 4441.4 | 1 |
DIME Test ID: 2016-06-29-3-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3910
Age of specimen: 28 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing