Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
Work Description: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description: Port of Long Beach (District 7)
Contractor Name: Shimmick/FCC/Impregilo (SFI) JV
Contractor Address: 11 Golden Shore, Suite 330, Long Beach, CA 90802
Resident Engineer: Structure Rep.: Sami Deeb
DIME Sample ID: 2018-10-10-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM7 - Epoxy Coated Rebar
Sample Taken Date: 10/10/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: ASTM A934 Rebar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fletcher Coating Co
Rebar Heat Number(s): 6503169902
Rebar Epoxy Batch Number(s):
Rebar Coating Specification: ASTM A934
Rebar Size (#): 6
Rebar Coating Color: Purple
Rebar Manufacturer: Gerdau
Rebar Coater: Fletcher Coating Company
Rebar Powder Manufacturer:
Release Number:
Quality Assurance Code:
DIME Test ID: 2018-10-10-1-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 10/16/2018
Date Tested: 10/15/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Lower spec. limit LSL
|
7 mils
|
Upper spec. limit USL
|
12 mils
|
Bar # for First Bar
|
6A
|
Bar # for Second Bar
|
6B
|
First Bar Mean
|
10.2
|
Second Bar Mean
|
9.39
|
Total mean value
|
9.8
|
DIME Test ID: 2018-10-10-1-2
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 10/16/2018
Date Tested: 10/15/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday
|
0
|
Total Length
|
2.6
|
Holidays Per Linear Foot of Bar
|
0
|
Holiday Test Pass/Fail
|
Pass
|
Bend Test Pass/Fail
|
Pass
|