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 # 040A5344 Cty SOL Rte 80 PM R11.4/13.0 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Noel AQUINO |
Date Reported: |
09/12/2016 |
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Address: |
TL Number: |
212811 |
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City: |
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Project Name: REALIGN I-680 TO CONNECT DIRECTLY WITH THE I-80/SR-12 INTERCHANGE. |
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Prime Contractor: DESILVA GATES-VIKING JV |
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Sample Taken Date: |
08/15/2016 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: IN SOLANO COUNTY NEAR FAIRFIELD. |
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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 | 6.02 | 28.46 | 135031 | 4744.6 | 1 |
2 | 6.00 | 28.27 | 129090 | 4566.3 | 1 |
DIME Test ID: 2016-08-15-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4660
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 | 5.98 | 28.09 | 69246 | 2465.1 | 1 |
2 | 5.98 | 28.09 | 68560 | 2440.7 | 1 |
DIME Test ID: 2016-08-15-4-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2450
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 | 5.97 | 27.99 | 83630 | 2987.9 | 1 |
2 | 5.99 | 28.18 | 74316 | 2637.2 | 1 |
DIME Test ID: 2016-08-15-4-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2810
Age of specimen: 10 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing