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 # 030F3104 Cty ED Rte 49 PM 23.6/24.5
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 # 030F3104 Cty ED Rte 49 PM 23.6/24.5 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jeff Hamm |
Date Reported: |
07/06/2018 |
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Address: |
TL Number: |
154481 |
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City: |
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Project Name: REPLACE BRIDGE. |
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Prime Contractor: M.C.M. CONSTRUCTION, INC. |
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Sample Taken Date: |
05/25/2018 |
Mix Design: |
SR850CFSTO |
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Contractor: Unknown |
Location : EL DORADO COUNTY NEAR COLOMA FROM 0.1 MILE EAST OF MARSHALL ROAD TO 0.3 MILE EAST OF LOTUS ROAD |
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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 | 6.02 | 28.46 | 167950 | 5901.3 | 1 |
| 2 | 6.00 | 28.27 | 152154 | 5382.2 | 1 |
DIME Test ID: 2018-05-25-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5640
Age of specimen: 42 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