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 # 043G6414 Cty NAP Rte 29 PM 37.0 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Danilo Patenia |
Date Reported: |
11/27/2017 |
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Address: |
TL Number: |
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City: |
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Project Name: SCOUR REPLACE BRIDGE |
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Prime Contractor: Valentine Corp. |
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Sample Taken Date: |
10/26/2017 |
Mix Design: |
CT-2 |
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Contractor: Unknown |
Location: NAPA COUNTY IN CALISTOGA AT NAPA RIVER BRIDGE |
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Structure unique identifier: |
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Structure name: Napa River Bridge Calistoga |
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Location of Pour: Abut 1 Pour 1 |
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 | 28.46 | 6.02 | 3262.3 | 92845 | 1 |
2 | 28.46 | 6.02 | 3394.2 | 96599 | 1 |
DIME Test ID: 2017-10-26-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3330
Age of specimen: 5 days
Certified By: Mike Mullins
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 | 28.37 | 6.01 | 4054.5 | 115025 | 1 |
2 | 28.46 | 6.02 | 3961.7 | 112749 | 1 |
DIME Test ID: 2017-10-26-3-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4010
Age of specimen: 11 days
Certified By: Mike Mullins
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 | 28.37 | 6.01 | 5008.1 | 142080 | 1 |
2 | 28.46 | 6.02 | 4814.0 | 137007 | 1 |
DIME Test ID: 2017-10-26-3-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4910
Age of specimen: 32 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing