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 # 04209504 Cty MRN Rte 1 PM 50.2/50.5,0.0/0.2 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Scott Hislop |
Date Reported: |
12/26/2017 |
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Address: |
TL Number: |
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City: |
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Project Name: REPLACE ESTERO BRIDGE AND REALIGN APPROACHING ROADWAY; Bridge No. 27-0121 |
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Prime Contractor: GHILOTTI CONSTRUCTION COMPANY |
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Sample Taken Date: |
11/27/2017 |
Mix Design: |
SCC V85-25F |
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Contractor: Unknown |
Location: MARIN AND SONOMA COUNTIES NEAR VALLEY FORD FROM 0.4 MILE SOUTH OF ESTERO AMERICANO BRIDGE TO 0.2 MILE NORTH OF ESTERO AMERICANO BRIDGE |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: |
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 | 6.01 | 28.37 | 234535 | 8267.0 | 4 |
2 | 6.00 | 28.27 | 237677 | 8407.4 | 4 |
DIME Test ID: 2017-11-27-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 8340
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 7 days
Certified By: Mike Mullins
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 | 28.37 | 6.01 | 9684.9 | 274762 | 1 |
2 | 28.27 | 6.00 | 9381.3 | 265209 | 1 |
DIME Test ID: 2017-11-27-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 9530
Age of specimen: 29 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing