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 # 0322222 Cty SAC Rte 888 PM 0.6-0.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Michael Maksimovich |
Date Reported: |
08/08/2024 |
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Address: |
TL Number: |
123456 |
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City: |
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Project Name: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
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Prime Contractor: Not set |
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Sample Taken Date: |
08/05/2024 |
Mix Design: |
00-00000 |
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Contractor: Unknown |
Location : THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
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Structure unique identifier: 12-3456 |
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Structure name: Translab Example Report |
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Location of Pour: Caltrans Trans Lab |
The following testing has been tested in accordance with:
ASTM C39-21 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
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 | 50000 | 3980.0 | 1 |
2 | 4.01 | 12.63 | 60000 | 4750.0 | 2 |
3 | 4.02 | 12.69 | 70000 | 5520 | 3 |
DIME Test ID: 2024-08-05-40-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4750
Comment on any defect in either specimen or caps (Max 250 Characters): No Defects Noted
Age of specimen: 3 days
Certified By: Spencer Adams
Test ID: 2024-08-05-40-1: Example Test Report
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing