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: |
04/03/2018 |
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Address: |
TL Number: |
L48-004-18 |
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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: |
02/06/2018 |
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 C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 6.02 | 28.46 | 240563 | 8452.7 | 2 |
2 | 6.01 | 28.37 | 238581 | 8409.6 | 2 |
DIME Test ID: 2018-02-06-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 8430
Age of specimen: 56 days
Certified By: Bang Nguyen
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) |
---|---|---|---|---|---|
1 | 6.02 | 12.22 | 28.4631 | 56 | 2.7855 |
2 | 6.02 | 12.2 | 28.4631 | 56 | 2.7875 |
3 | 6.02 | 12.21 | 28.4631 | 56 | 2.762 |
DIME Test ID: 2018-02-06-3-2
Number of Specimens: 3
Average Static Modulus of Elasticity: 2.7783
Certified By: Bang Nguyen
ASTM C496-17: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens (Split Tensile Strength)
Specimen | Diameter specimen (in) | Length specimen (in) | Maximum applied load indicated by the testing machine specimen (lbf) | Age specimen (days) | Split Tensile Strength specimen (psi) |
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1 | 6.01 | 12.04 | 43360 | 56 | 380 |
2 | 6.01 | 11.97 | 41090 | 56 | 365 |
DIME Test ID: 2018-02-06-3-3
Number of Specimens: 2
Average Split Tensile Strength: 375
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing