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 # 031F4004 Cty PLA Rte 80 PM 35.1/38.3 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Phil Zink |
Date Reported: |
09/06/2018 |
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Address: |
TL Number: |
202006 |
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City: |
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Project Name: WIDEN EASTBOUND ROADWAY |
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Prime Contractor: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION |
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Sample Taken Date: |
07/26/2018 |
Mix Design: |
7265 |
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Contractor: Unknown |
Location: WIDEN EASTBOUND ROADWAY |
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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 | 6.00 | 28.27 | 54496 | 1927.7 | 1 |
2 | 6.01 | 28.37 | 55118 | 1942.8 | 1 |
DIME Test ID: 2018-07-26-9-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 1940
Age of specimen: 5 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 | 5.99 | 28.18 | 64961 | 2305.2 | 1 |
2 | 5.99 | 28.18 | 64717 | 2296.6 | 1 |
DIME Test ID: 2018-07-26-9-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2300
Age of specimen: 14 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 | 78577 | 2769.7 | 1 |
2 | 6.03 | 28.56 | 79708 | 2790.9 | 1 |
DIME Test ID: 2018-07-26-9-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2780
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 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 | 83648 | 2958.9 | 1 |
2 | 6.04 | 28.65 | 86667 | 3025.0 | 1 |
DIME Test ID: 2018-07-26-9-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2990
Age of specimen: 42 days
Certified By: Larry McCrum
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing