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 # 024C40V4 Cty SHA Rte 5 PM R3.8/R11.7
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 # 024C40V4 Cty SHA Rte 5 PM R3.8/R11.7 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Henry Benner |
Date Reported: |
08/29/2019 |
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Address: |
TL Number: |
95703 |
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City: |
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Project Name: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
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Prime Contractor: J.F. SHEA CONSTRUCTION |
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Sample Taken Date: |
08/01/2019 |
Mix Design: |
K6080-603 |
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Contractor: Unknown |
Location : SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
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Structure unique identifier: |
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Structure name: |
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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 | 6.01 | 28.35 | 283721 | 10007.8 | 1 |
| 2 | 6.02 | 28.45 | 280878 | 9872.7 | 1 |
DIME Test ID: 2019-08-01-10-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 9940
Age of specimen: 28 days
Certified By: Larry McCrum
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing