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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 # 040Q30U4 Cty ALA Rte 680 PM R11.0/R21.9,R0.0/R0.9 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Yannaing Tun |
Date Reported: |
10/07/2024 |
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Address: |
TL Number: |
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City: |
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Project Name: PRECAST CONC PVMT, ELECTRONIC TOLL SYSTEM, JPCP, CB & STRUCTURAL CONC |
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Prime Contractor: BAY CITIES PAVING & GRADING (Jason Ochoa) |
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Sample Taken Date: |
09/09/2024 |
Mix Design: |
D20119EA |
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Contractor: Unknown |
Location : ALAMEDA AND CONTRA COSTA COUNTIES AT SUNOL AND IN SAN RAMON BETWEEN 0.4 MILE SOUTH OF CALAVERAS ROAD UNDERCROSSING TO 0.9 MILE NORTH OF ALCOSTA BOULEVARD OVERCROSSING |
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Structure unique identifier: 01-33E0250 |
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Structure name: Retaining Wall 162 |
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Location of Pour: |
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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 |
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| 1 | 4.01 | 12.63 | 44238 | 3503.0 | 1 |
| 2 | 4.02 | 12.69 | 44481 | 3505.0 | 1 |
| 3 | 4.01 | 12.63 | 45769 | 3624 | 1 |
DIME Test ID: 2024-09-09-5-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3540
Age of specimen: 28 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing