DEPARTMENT OF TRANSPORTATION
DIVISION 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 #
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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 # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Noel AQUINO |
Date Reported: |
08/03/2015 |
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Address: |
TL Number: |
208540 |
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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: |
07/29/2015 |
Mix Design: |
na |
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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 |
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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 |
|---|---|---|---|---|---|
| 1 | 6.00 | 28.27 | 67518 | 2388.3 | 1 |
| 2 | 6.01 | 28.37 | 67487 | 2378.8 | 1 |
DIME Test ID: 2015-07-29-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2380
Age of specimen: 5 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing