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 # 040J4804 Cty CC Rte 4 PM L0.1/R20.4
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 # 040J4804 Cty CC Rte 4 PM L0.1/R20.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Rabindra Mukherjee |
Date Reported: |
02/27/2024 |
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Address: |
TL Number: |
209251 |
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City: |
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Project Name: Remove and install guardrails and construct concrete barriers. |
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Prime Contractor: HIGHWAY SPECIALTY COMPANY INC. |
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Sample Taken Date: |
01/30/2024 |
Mix Design: |
1610696 |
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Contractor: Unknown |
Location : ON STATE HIGHWAY IN CONTRA COSTA COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF ROUTE 4/80 SEPARATION TO 0.3 MILE EAST OF BAILEY 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 | 46443 | 3696.0 | 1 |
| 2 | 4.00 | 12.57 | 44036 | 3504.0 | 1 |
| 3 | 4.01 | 12.63 | 48937 | 3875 | 1 |
DIME Test ID: 2024-01-30-58-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3690
Age of specimen: 28 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing