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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 # 043G9004 Cty SON Rte 116 PM 46.0/46.7,5.8/R7.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Fabio La Serna |
Date Reported: |
08/23/2024 |
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Address: |
TL Number: |
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City: |
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Project Name: MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION. |
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Prime Contractor: O.C. JONES & SONS, INC. |
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Sample Taken Date: |
07/26/2024 |
Mix Design: |
D20115EA |
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Contractor: Unknown |
Location : SONOMA COUNTY |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: |
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The following testing has been tested in accordance with:
ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
| Temperature |
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| 81 |
DIME Test ID: 2024-07-26-38-1
Certified By: Anthony Tierra
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 | 4.03 | 12.76 | 58804 | 4610.0 | 1 |
| 2 | 4.02 | 12.69 | 59245 | 4668.0 | 1 |
| 3 | 4.03 | 12.76 | 54465 | 4270 | 1 |
DIME Test ID: 2024-07-26-38-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4520
Age of specimen: 28 days
Certified By: Spencer Adams
Test ID: 2024-07-26-38-1: Gauge place 3" min inside the concrete for at least 3 minutes
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing