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Sample Record for 2017-07-07-2

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Project Information

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.:

Sample Information

DIME Sample ID: 2017-07-07-2
TL Number from the TL Form: C970784
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM7 - Epoxy Coated Rebar
Sample Taken Date: 07/07/2017
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2017
The quantity of what the sample constitutes: 8
A brief description of the sample: Epoxy Coated Rebar
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar Fletcher

Material Information

Rebar Heat Number(s): 046517, 4064806, 4063146, 4064677
Rebar Epoxy Batch Number(s): 3529561
Rebar Coating Specification: ASTM A934
Rebar Size (#): 5, 9, 10, 11
Rebar Coating Color: Purple
Rebar Manufacturer: CMC Rebar
Rebar Coater: Fletcher Coating Company
Rebar Powder Manufacturer: Fletcher Coating Company
Release Number: Unknown
Quality Assurance Code: A93417F21R2S129561 AXALTA

Test Results

Test 1 of 8

DIME Test ID: 2017-07-07-2-2
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 07/11/2017
Date Tested: 07/07/2017
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: #11 Bar
Test Result Compliance: complies
Additional Comments When Verified:
Total Number of Holiday 0
Total Length 2.6 ft
Holidays Per Linear Foot of Bar 0 holiday pe
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass

Test 2 of 8

DIME Test ID: 2017-07-07-2-3
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 07/11/2017
Date Tested: 07/07/2017
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: #10 Rebar
Test Result Compliance: complies
Additional Comments When Verified:
Total Number of Holiday 0
Total Length 2.6 ft
Holidays Per Linear Foot of Bar 0 holiday pe
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass

Test 3 of 8

DIME Test ID: 2017-07-07-2-4
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 07/11/2017
Date Tested: 07/10/2017
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: #9 Bar
Test Result Compliance: complies
Additional Comments When Verified:
Total Number of Holiday 0
Total Length 2.6 ft
Holidays Per Linear Foot of Bar 0 holiday pe
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass

Test 4 of 8

DIME Test ID: 2017-07-07-2-5
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 07/11/2017
Date Tested: 07/10/2017
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: #5 Rebar
Test Result Compliance: complies
Additional Comments When Verified:
Total Number of Holiday 0
Total Length 2.6 ft
Holidays Per Linear Foot of Bar 0 holiday pe
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass

Test 5 of 8

DIME Test ID: 2017-07-07-2-6
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 07/11/2017
Date Tested: 07/10/2017
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: #10 Rebar
Test Result Compliance: complies
Additional Comments When Verified:
Lower spec. limit LSL 7 mils
Upper spec. limit USL 12 mils
Bar # for First Bar 1
Bar # for Second Bar 2
First Bar Mean 10.62 mils
Second Bar Mean 13.27 mils
Total mean value 11.94 mils

Test 6 of 8

DIME Test ID: 2017-07-07-2-7
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 07/11/2017
Date Tested: 07/10/2017
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: #11 Rebar
Test Result Compliance: complies
Additional Comments When Verified:
Lower spec. limit LSL 7 mils
Upper spec. limit USL 12 mils
Bar # for First Bar 1
Bar # for Second Bar 2
First Bar Mean 11.14 mils
Second Bar Mean 10.28 mils
Total mean value 10.71 mils

Test 7 of 8

DIME Test ID: 2017-07-07-2-8
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 07/11/2017
Date Tested: 07/10/2017
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: #9 Rebar
Test Result Compliance: complies
Additional Comments When Verified:
Lower spec. limit LSL 7 mils
Upper spec. limit USL 12 mils
Bar # for First Bar 1
Bar # for Second Bar 2
First Bar Mean 11.43 mils
Second Bar Mean 10.77 mils
Total mean value 11.1 mils

Test 8 of 8

DIME Test ID: 2017-07-07-2-9
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 07/11/2017
Date Tested: 07/10/2017
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: #5 Rebar
Test Result Compliance: complies
Additional Comments When Verified:
Lower spec. limit LSL 7 mils
Upper spec. limit USL 12 mils
Bar # for First Bar 1
Bar # for Second Bar 2
First Bar Mean 11.28 mils
Second Bar Mean 10.61 mils
Total mean value 10.95 mils

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2017-07-07-2-1ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)07/07/201707/07/2017Fred SaylorCT HQ - Sacramento Structural Materials Testing LaboratoryFred Saylor