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: |
05/23/2022 |
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Address: |
TL Number: |
204473 |
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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: |
04/11/2022 |
Mix Design: |
Z85Q9S1 |
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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: |
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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
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 | 84588 | 6664.0 | 1 |
2 | 4.02 | 12.69 | 79913 | 6296.0 | 1 |
3 | 4.03 | 12.76 | 74441 | 5836 | 1 |
DIME Test ID: 2022-04-11-12-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6270
Age of specimen: 10 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
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 | 4.02 | 12.69 | 111899 | 8816.0 | 1 |
2 | 4.02 | 12.69 | 108152 | 8521.0 | 1 |
3 | 4.01 | 12.63 | 103009 | 8156 | 1 |
DIME Test ID: 2022-04-11-12-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 8500
Age of specimen: 30 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
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 | 4.02 | 12.69 | 118024 | 9299.0 | 1 |
2 | 4.02 | 12.69 | 115563 | 9105.0 | 1 |
3 | 4.01 | 12.63 | 119155 | 9435 | 1 |
DIME Test ID: 2022-04-11-12-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 9280
Age of specimen: 42 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing