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: |
04/25/2018 |
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Address: |
TL Number: |
L48-012-18 |
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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: |
03/28/2018 |
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 C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
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1 | 28.46 | 6.02 | 183692 | 4 |
DIME Test ID: 2018-03-28-16-1
Number of specimens: 1
Compressive strength of cylinder (to nearest 10 psi): 6450
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Bang Nguyen
Test ID: 2018-03-28-16-1: Test only one cylinder. One cylinder broken into half (damage during shipping!!!!) when removed from concrete saw after cutting top off before capping per ASTM C39.
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing