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 # 100S1104 Cty SJ Rte 4 PM Var Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Harminder Deol |
Date Reported: |
08/05/2015 |
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Address: |
TL Number: |
89936 |
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City: |
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Project Name: SR-4 FREEWAY EXTENSION |
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Prime Contractor: BROSAMER & WALL, INC. |
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Sample Taken Date: |
06/24/2015 |
Mix Design: |
628452R7 |
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Contractor: Unknown |
Location: IN SAN JOAQUIN COUNTY |
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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 C39-10 : 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 | 27.9 | 5.96 | 3339.1 | 93161 | 1 |
2 | 27.9 | 5.96 | 3259.7 | 90945 | 1 |
DIME Test ID: 2015-06-24-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3300
Age of specimen: 7 days
Certified By: Bang Nguyen
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 | 27.99 | 5.97 | 3618.3 | 101275 | 1 |
2 | 28.09 | 5.98 | 3569.9 | 100278 | 1 |
DIME Test ID: 2015-06-24-7-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3590
Age of specimen: 14 days
Certified By: Bang Nguyen
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 | 27.81 | 5.95 | 4275.4 | 118900 | 1 |
2 | 28.09 | 5.98 | 4259.4 | 119647 | 1 |
DIME Test ID: 2015-06-24-7-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4270
Age of specimen: 28 days
Certified By: Bang Nguyen
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 | 27.99 | 5.97 | 4806.5 | 134535 | 1 |
2 | 27.99 | 5.97 | 4847.3 | 135675 | 1 |
DIME Test ID: 2015-06-24-7-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4830
Age of specimen: 42 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing