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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 # 042J1004 Cty NAP Rte 29 PM 11.3/11.6 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Danilo Patenia |
Date Reported: |
09/13/2019 |
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Address: |
TL Number: |
212706 |
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City: |
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Project Name: CONSTRUCT TWO SEPARATE ROUNDABOUT PROJECTS TOGETHER INTO ONE SINGLE PROJECT AND CONSTRUCTION CONTRACT. |
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Prime Contractor: O.C. JONES & SONS, INC. |
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Sample Taken Date: |
09/10/2019 |
Mix Design: |
NA |
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Contractor: Unknown |
Location : AT THE INTERSECTIONS OF FIRST STREET/ CALIFORNIA BLVD AND SECOND STREET/CALIFORNIA BLVD (CITY) AND AT HE STATE ROUTE 29 NORTHBOUND ON AND OFF RAMPS AND FIRST STREET ( CALTRANS) |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: Unknown |
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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 | 6.01 | 28.35 | 79918 | 2819.0 | 1 |
| 2 | 6.03 | 28.54 | 76337 | 2674.7 | 1 |
DIME Test ID: 2019-09-10-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2750
Age of specimen: 3 days
Certified By: jasdev kumar
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing