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 # 034J5004 Cty SAC Rte 51 PM 0.24/0.24 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Kenneth Haas |
Date Reported: |
01/23/2024 |
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Address: |
TL Number: |
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City: |
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Project Name: |
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Prime Contractor: Lamon Construction Co., Inc. |
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Sample Taken Date: |
11/28/2023 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: |
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Structure unique identifier: |
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Structure name: Fort Sutter Viaduct |
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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
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 | 50588 | 4024.5 | 1 |
2 | 4.00 | 12.57 | 57945 | 4609.8 | 1 |
3 | 4.00 | 12.57 | 39455 | 3138.8 | 1 |
DIME Test ID: 2023-11-28-1-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3920
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen in hours: 3
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 |
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1 | 4.01 | 12.63 | 75627 | 5988.0 | 1 |
2 | 4.02 | 12.69 | 92554 | 7292.0 | 1 |
3 | 4.02 | 12.69 | 77815 | 6131 | 1 |
DIME Test ID: 2023-11-28-1-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6470
Age of specimen: 28 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 | 4.01 | 12.63 | 56104 | 4442.0 | 1 |
2 | 4.01 | 12.63 | 68909 | 5456.0 | 1 |
3 | 4.00 | 12.57 | 76325 | 6074 | 4 |
DIME Test ID: 2023-11-28-1-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5320
Age of specimen: 56 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing