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 # 034H5814 Cty SAC Rte 5 PM 27.6/29.5,30.4/34.3 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Hani Eissa |
Date Reported: |
02/02/2024 |
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Address: |
TL Number: |
294001 |
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City: |
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Project Name: ROADWAY EXCAVATION, PLACE CL2 AB, HMA & RHMA, & MODIFY RAMP METERS. |
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Prime Contractor: DeSILVA GATES CONSTRUCTION |
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Sample Taken Date: |
01/05/2024 |
Mix Design: |
1615674 |
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Contractor: Unknown |
Location: SACRAMENTO COUNTY IN AND NEAR SACRAMENTO FROM 0.5 MILES SOUTH OF ARENA BOULEVARD OVERCROSSING TO 0.4 MILES SOUTH OF 99/5 INTERCHANGE AND FROM 0.5 MILES NORTH OF THE 99/5 INTERCHANGE TO 0.4 MILE SOUTH OF THE YOLO COUNTY LINE |
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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 | 6.03 | 28.56 | 139180 | 4874.0 | 1 |
2 | 6.02 | 28.46 | 135636 | 4765.0 | 1 |
DIME Test ID: 2024-01-05-18-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4820
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
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 | 6.01 | 28.37 | 136673 | 4818.0 | 2 |
2 | 6.00 | 28.27 | 134214 | 4747.0 | 2 |
DIME Test ID: 2024-01-05-18-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4780
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing