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: |
12/04/2017 |
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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: |
11/06/2017 |
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 2 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 | 28.18 | 5.99 | 3151.1 | 88798 | 1 |
2 | 27.9 | 5.96 | 3151.6 | 87929 | 1 |
DIME Test ID: 2017-11-06-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3150
Age of specimen: 7 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 | 28.27 | 6.00 | 4801.0 | 135725 | 1 |
2 | 28.18 | 5.99 | 4663.2 | 131410 | 1 |
DIME Test ID: 2017-11-06-4-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4730
Age of specimen: 14 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 |
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1 | 28.37 | 6.01 | 5111.9 | 145024 | 1 |
2 | 28.27 | 6.00 | 5142.1 | 145368 | 1 |
DIME Test ID: 2017-11-06-4-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5130
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing