Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213267 DEA: 04013584 EFIS: 0416000289
QA Service Level: 1
DIST-CO-RTE-PM: 04-SF-80-8.0/8.3,0.9/1.4
Work Description: Pier Retention
Location Description: In San Francisco and Alameda Counties on Yerba Buena Island and .4 miles west of Oakland Toll plaza
Contractor Name: Kiewit/Manson, AJV
Contractor Address: 4650 Business Center Drive, Fairfield,CA 94804
Resident Engineer: Brian Boal Structure Rep.: Unknown
DIME Sample ID: 2018-07-19-9
TL Number from the TL Form:
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: 5625005861
Type of Sample: Quality Assurance
Type of Material: SMTL TM7 - Epoxy Coated Rebar
Sample Taken Date: 07/19/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2018
The quantity of what the sample constitutes: 11011 lbs
A brief description of the sample: A934 Expoxy Rebar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fletcher Coating Co
Rebar Heat Number(s): 4075916
Rebar Epoxy Batch Number(s): 8D09
Rebar Coating Specification: ASTM A934
Rebar Size (#): 5
Rebar Coating Color: Purple
Rebar Manufacturer: CMC
Rebar Coater: Fletcher Coating Company
Rebar Powder Manufacturer: 3M
Release Number:
Quality Assurance Code:
DIME Test ID: 2018-07-19-9-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 07/26/2018
Date Tested: 07/24/2018
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
|
5A
|
Bar # for Second Bar
|
5B
|
First Bar Mean
|
9.73
|
Second Bar Mean
|
10.38
|
Total mean value
|
10.05
|
DIME Test ID: 2018-07-19-9-2
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 07/26/2018
Date Tested: 07/24/2018
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
|