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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 # 034H5814 Cty SAC Rte 5 PM 27.6/29.5,30.4/34.3 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Hani Eissa |
Date Reported: |
05/31/2024 |
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Address: |
TL Number: |
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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: |
04/19/2024 |
Mix Design: |
1626827 |
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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: AS-545 |
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Location of Pour: AS-545 CIDH Pile |
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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/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 | 4.02 | 12.69 | 104929 | 8267.0 | 1 |
| 2 | 4.01 | 12.63 | 106183 | 8408.0 | 1 |
| 3 | 4.01 | 12.63 | 99306 | 7863 | 1 |
DIME Test ID: 2024-04-19-17-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 8180
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
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 | 4.01 | 12.63 | 99715 | 7896.0 | 2 |
| 2 | 4.01 | 12.63 | 104305 | 8259.0 | 4 |
| 3 | 4.01 | 12.63 | 103715 | 8212 | 2 |
DIME Test ID: 2024-04-19-17-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 8120
Age of specimen: 42 days
Certified By: Spencer Adams
Test ID: 2024-04-19-17-2: Concrete is a Wet Hole Mix.
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing
