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: |
04/20/2018 |
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Address: |
TL Number: |
209662 |
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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: |
02/23/2018 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: NAPA COUNTY IN CALISTOGA AT NAPA RIVER BRIDGE |
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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 |
---|---|---|---|---|---|
1 | 6.02 | 28.46 | 94009 | 3303.2 | 1 |
2 | 6.02 | 28.46 | 95067 | 3340.4 | 1 |
DIME Test ID: 2018-02-23-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3320
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 7 days
Certified By: Mike Mullins
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 | 6.01 | 28.37 | 130374 | 4595.5 | 1 |
2 | 6.01 | 28.37 | 128693 | 4536.2 | 1 |
DIME Test ID: 2018-02-23-3-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4570
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 | 5.98 | 28.09 | 151985 | 5410.6 | 1 |
2 | 5.97 | 27.99 | 156400 | 5587.7 | 1 |
DIME Test ID: 2018-02-23-3-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5500
Age of specimen: 28 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 | 5.99 | 28.18 | 167968 | 5960.5 | 1 |
2 | 5.98 | 28.09 | 165186 | 5880.6 | 1 |
DIME Test ID: 2018-02-23-3-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5920
Age of specimen: 42 days
Certified By: Mike Mullins
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 | 176972 | 6260.1 | 3 |
2 | 6.01 | 28.37 | 174925 | 6165.8 | 3 |
DIME Test ID: 2018-02-23-3-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6210
Age of specimen: 56 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing