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 # 07288604 Cty LA Rte 710 PM 6.0-9.4 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
04/27/2018 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
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Prime Contractor: Shimmick/FCC/Impregilo (SFI) JV |
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Sample Taken Date: |
03/01/2018 |
Mix Design: |
SFI-LWSBS5 |
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Contractor: Unknown |
Location : Port of Long Beach (District 7) |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
The following testing has been tested in accordance with:
ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
Specimen | Diameter specimen (in) | Length specimen (in) | Cross sectional area specimen (in^2) | Age specimen (days) | Static Modulus of Elasticity specimen (msi) |
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1 | 6.02 | 12 | 28.4631 | 56 | 2.519 |
2 | 6.02 | 12 | 28.4631 | 56 | 2.73 |
3 | 6.02 | 12 | 28.4631 | 56 | 2.525 |
DIME Test ID: 2018-03-01-7-1
Number of Specimens: 3
Average Static Modulus of Elasticity: 2.5913
Certified By: Larry McCrum
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing