DEPARTMENT OF TRANSPORTATION
DIVISION 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 #
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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 # 07288604 Cty LA Rte 710 PM 6.0-9.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
06/28/2018 |
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Address: |
TL Number: |
L48-029-18 |
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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: |
05/03/2018 |
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 |
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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 |
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| 1 | 6.02 | 28.46 | 212450 | 7464.9 | 2 |
| 2 | 6.03 | 28.56 | 213820 | 7486.7 | 4 |
DIME Test ID: 2018-05-03-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7480
Age of specimen: 56 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing