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: |
02/27/2023 |
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Address: |
TL Number: |
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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: |
01/27/2023 |
Mix Design: |
HQ Conc Lab Mix 2 |
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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: |
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Structure name: Mix 2 |
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Location of Pour: |
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 C39 - Ground End
Cured in accordance with ASTM C511
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
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1 | 3.01 | 7.12 | 6532 | 1 |
DIME Test ID: 2023-01-27-20-1
Number of specimens: 1
Compressive strength of cylinder (to nearest 10 psi): 920
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 7 days
Certified By: Spencer Adams
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) | Type of fracture pattern of cylinder |
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1 | 3.02 | 7.16 | 7164 | 1 |
DIME Test ID: 2023-01-27-20-2
Number of specimens: 1
Compressive strength of cylinder (to nearest 10 psi): 1000
Age of specimen: 14 days
Certified By: Spencer Adams
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) | Type of fracture pattern of cylinder |
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1 | 3.01 | 7.12 | 8461 | 1 |
DIME Test ID: 2023-01-27-20-3
Number of specimens: 1
Compressive strength of cylinder (to nearest 10 psi): 1189
Age of specimen: 21 days
Certified By: Spencer Adams
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) | Type of fracture pattern of cylinder |
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1 | 3.00 | 7.07 | 10922 | 1 |
DIME Test ID: 2023-01-27-20-4
Number of specimens: 1
Compressive strength of cylinder (to nearest 10 psi): 1545
Age of specimen: 28 days
Certified By: Ryan Crawford
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing