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 # 032F21U3 Cty SAC Rte 50 PM 2.5/0.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Bojana Gutierrez |
Date Reported: |
10/13/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: NOTIFY SMR BEFORE RESPONDING TO ANY REQUESTS FOR INSPECTION OR TESTING.The Design Build project will place overlay, replace bridge joint seals and/or joint seal assemblies, and correct drainage issues on Sacramento River Viaduct and West End Viaduct. |
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Prime Contractor: Myers and Sons / RL Wadsworth, JV |
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Sample Taken Date: |
09/14/2014 |
Mix Design: |
1442087 |
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Contractor: Unknown |
Location : US Route 50 from PM 2.5 in Yolo County through PM 0.6 in Sacramento County; Route I-5 from |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: |
The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
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1 | 27.99 | 5.97 | 9246.7 | 258814 | 1 |
2 | 27.99 | 5.97 | 9313.5 | 260686 | 1 |
DIME Test ID: 2014-09-14-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 9280
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 29 days
Certified By: Steve Wake
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing