Sample Record for 2018-07-27-5
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Project Information
Project ID: 212562 DEA: 024G5504 EFIS: 0214000036
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-2.7/R11.4
Work Description: RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS
Location Description: SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Nicole Mallory Structure Rep.: Andrew Osullivan
Sample Information
DIME Sample ID: 2018-07-27-5
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: 07/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2018
The quantity of what the sample constitutes: 1935
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: JC Supply Manufacturing
Material Information
Rebar Heat Number(s): 4077610 4077649 65031220
Rebar Epoxy Batch Number(s): 8296026502
Rebar Coating Specification: ASTM A934
Rebar Size (#): 6
Rebar Coating Color: Purple
Rebar Manufacturer: CMC,Gerdau
Rebar Coater: JC Supply And Manufacturing
Rebar Powder Manufacturer: Valspar
Release Number:
Quality Assurance Code:
Test Results
Test 1 of 4
DIME Test ID: 2018-07-27-5-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/06/2018
Date Tested: 08/03/2018
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
|
4077610-1
|
Bar # for Second Bar
|
4077610-2
|
First Bar Mean
|
7.31
|
Second Bar Mean
|
7.85
|
Total mean value
|
7.58
|
Test 2 of 4
DIME Test ID: 2018-07-27-5-2
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/06/2018
Date Tested: 08/03/2018
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
|
4077649-1
|
Bar # for Second Bar
|
4077649-2
|
First Bar Mean
|
7.88
|
Second Bar Mean
|
8.34
|
Total mean value
|
8.11
|
Test 3 of 4
DIME Test ID: 2018-07-27-5-3
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/06/2018
Date Tested: 08/03/2018
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
|
65031220-1
|
Bar # for Second Bar
|
65031220-2
|
First Bar Mean
|
9.04
|
Second Bar Mean
|
9.31
|
Total mean value
|
9.17
|
Test 4 of 4
DIME Test ID: 2018-07-27-5-4
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 08/06/2018
Date Tested: 08/03/2018
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: Down Rib of Both Epoxy Bars Have constant Audible Alarm.
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday
|
15
|
Total Length
|
2.6 ft
|
Holidays Per Linear Foot of Bar
|
5.8 holiday pe
|
Holiday Test Pass/Fail
|
Fail
|
Bend Test Pass/Fail
|
NA
|