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 # 030H4604 Cty PLA Rte 80 PM 2.6/3.1 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Justin Kunert |
Date Reported: |
08/24/2021 |
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Address: |
TL Number: |
79282 |
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City: |
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Project Name: WIDEN ON-RAMP AND REPLACE BRIDGE. |
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Prime Contractor: Myers & Sons Construction |
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Sample Taken Date: |
07/13/2021 |
Mix Design: |
Z85D9S1 |
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Contractor: Unknown |
Location : PLACER COUNTY IN ROSEVILLE AT THE ATLANTIC STREET ON RAMP |
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Structure unique identifier: |
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Structure name: Stage 1 deck |
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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 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 | 4.01 | 12.63 | 45505 | 3603.0 | 1 |
2 | 4.02 | 12.69 | 37289 | 2938.0 | 1 |
3 | 4.02 | 12.69 | 45103 | 3554 | 1 |
DIME Test ID: 2021-07-13-4-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3370
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 |
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1 | 4.02 | 12.69 | 78925 | 6218.0 | 2 |
2 | 4.02 | 12.69 | 81118 | 6391.0 | 2 |
3 | 4.02 | 12.69 | 69739 | 5495 | 2 |
DIME Test ID: 2021-07-13-4-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6030
Age of specimen: 8 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing