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 # 0322222 Cty SAC Rte 888 PM 0.6-0.6
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 # 0322222 Cty SAC Rte 888 PM 0.6-0.6 Vendor # |
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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 3 |
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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 3 |
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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 - Sulfur Mortar Cap
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 | 3.00 | 7.07 | 6439 | 910.7 | 1 |
| 2 | 3.01 | 7.12 | 6491 | 911.7 | 1 |
DIME Test ID: 2023-01-27-21-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 910
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) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 3.03 | 7.21 | 8910 | 1236.0 | 1 |
| 2 | 3.00 | 7.07 | 8130 | 1150.0 | 1 |
DIME Test ID: 2023-01-27-21-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 1190
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 |
|---|---|---|---|---|
| 1 | 3.01 | 7.12 | 9133 | 1 |
DIME Test ID: 2023-01-27-21-3
Number of specimens: 1
Compressive strength of cylinder (to nearest 10 psi): 1283
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) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 3.01 | 7.12 | 10626 | 1493.0 | 1 |
| 2 | 3.00 | 7.07 | 9244 | 1308.0 | 1 |
DIME Test ID: 2023-01-27-21-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 1400
Age of specimen: 28 days
Certified By: Ryan Crawford
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing