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 # 030G0304 Cty ED Rte 50 PM VAR Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Veera Nanugonda |
Date Reported: |
08/16/2016 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: RESURFACE BRIDGE DECKS, JOINT SEALS, CONCRETE BARRIER AND SLABS. |
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Prime Contractor: VIKING CONSTRUCTION COMPANY, INC. |
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Sample Taken Date: |
07/19/2016 |
Mix Design: |
F628AFSTO |
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Contractor: Unknown |
Location: IN EL DORADO AND PLACER COUNTIES ATVARIOUS LOCATIONS (FED SPES NUMBER 00PE015) |
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Structure unique identifier: Unknown |
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Structure name: Schnell School Road UC |
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Location of Pour: Unknown |
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 | 5.97 | 27.99 | 82119 | 2933.9 | 1 |
2 | 5.98 | 28.09 | 81303 | 2894.4 | 1 |
DIME Test ID: 2016-07-19-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2910
Age of specimen: 7 days
Certified By: Bang Nguyen
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 |
---|---|---|---|---|---|
1 | 5.99 | 28.18 | 113710 | 4035.1 | 1 |
2 | 5.98 | 28.09 | 110773 | 3943.5 | 1 |
DIME Test ID: 2016-07-19-5-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3990
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing