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: |
08/28/2017 |
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Address: |
TL Number: |
188832 |
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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: |
08/21/2017 |
Mix Design: |
f850cfsto |
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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 | 5.99 | 28.18 | 132034 | 4685.4 | 1 |
| 2 | 5.96 | 27.9 | 133048 | 4768.7 | 1 |
DIME Test ID: 2017-08-21-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4730
Age of specimen: 7 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