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 # 033J2304 Cty SAC Rte 5 PM 26.9
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 # 033J2304 Cty SAC Rte 5 PM 26.9 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
12/11/2023 |
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Address: |
TL Number: |
114907 |
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City: |
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Project Name: REMOVE UNEVEN PAVEMENT ON RAMP & INSTALL APPROACH SLABS. |
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Prime Contractor: FBD VANGUARD CONSTRUCTION, INC. |
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Sample Taken Date: |
11/11/2023 |
Mix Design: |
He4x4 |
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Contractor: Unknown |
Location : SACRAMENTO COUNTY IN SACRAMENTO AT SAN JUAN ROAD UNDERCROSSING |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: |
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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 |
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| 1 | 4.00 | 12.57 | 102206 | 8133.0 | 1 |
| 2 | 4.00 | 12.57 | 88990 | 7082.0 | 1 |
| 3 | 4.01 | 12.63 | 91670 | 7259 | 1 |
DIME Test ID: 2023-11-11-15-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7490
Age of specimen: 30 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing