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 # 051J6804 Cty SB Rte 101 PM 5.2/15.34, 5.21/5.34 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Patrick Dussel |
Date Reported: |
05/29/2018 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: Replaced bridge joint seals. |
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Prime Contractor: Golden State Bridge |
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Sample Taken Date: |
05/01/2018 |
Mix Design: |
7337TW |
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Contractor: Unknown |
Location : In San Benito County near San Juan Bautista at the San Benito 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
Cured in accordance with ASTM C511
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 | 128133 | 4532.5 | 1 |
2 | 5.99 | 28.18 | 120632 | 4280.8 | 1 |
DIME Test ID: 2018-05-01-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4410
Age of specimen: 4 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
Cured in accordance with ASTM C511
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 | 169394 | 5992.0 | 2 |
2 | 6.01 | 28.37 | 174731 | 6159.0 | 4 |
DIME Test ID: 2018-05-01-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6080
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing