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Sample Record for 2019-07-10-1

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Project Information

Project ID: 213763 DEA: 060Q19A4 EFIS: 0613000152 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R99.0/R100.3
Work Description: WIDEN SHOULDERS AND REPLACE BRIDGES
Location Description: KERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Hin Hartanto Structure Rep.: Jegbefume Adodo

Sample Information

DIME Sample ID: 2019-07-10-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM7 - Epoxy Coated Rebar
Sample Taken Date: 07/10/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2019
The quantity of what the sample constitutes: 21,084 lbs
A brief description of the sample: A706 epoxy coated rebar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California Corporation

Material Information

Rebar Heat Number(s): 1202010144, 1201009424, 1202011648
Rebar Epoxy Batch Number(s):
Rebar Coating Specification: ASTM A775
Rebar Size (#): 5,6
Rebar Coating Color: Green
Rebar Manufacturer: Nucor
Rebar Coater: Western Coating
Rebar Powder Manufacturer: AKZOnOBEL
Release Number: Unknown
Quality Assurance Code: Unknown

Test Results

Test 1 of 6

DIME Test ID: 2019-07-10-1-1
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 07/24/2019
Date Tested: 07/18/2019
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: Bar 1&2 HT#1201009424
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean 9.26 mils
Second Bar Mean 8.66 mils
Lower spec. limit LSL 7 mils
Upper spec. limit USL 12 mils
Bar # for First Bar 1
Bar # for Second Bar 2
Total mean value 8.96 mils
Total number of values less than LSL no data
Total number of values greater than USL no data

Test 2 of 6

DIME Test ID: 2019-07-10-1-2
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 07/24/2019
Date Tested: 07/18/2019
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: Bar 1&2 HT#1201009424
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday 2
Total Length 5
Holidays Per Linear Foot of Bar 0.4
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass

Test 3 of 6

DIME Test ID: 2019-07-10-1-3
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 07/24/2019
Date Tested: 07/18/2019
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: Bar 3&4 HT#1202010144
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean 9.47
Second Bar Mean 9.34
Lower spec. limit LSL 7
Upper spec. limit USL 12
Bar # for First Bar 3
Bar # for Second Bar 4
Total mean value 9.4
Total number of values less than LSL no data
Total number of values greater than USL no data

Test 4 of 6

DIME Test ID: 2019-07-10-1-4
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 07/24/2019
Date Tested: 07/18/2019
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: Bar 3&4 HT#1202010144
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday 1
Total Length 5
Holidays Per Linear Foot of Bar 0.2
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass

Test 5 of 6

DIME Test ID: 2019-07-10-1-5
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 07/24/2019
Date Tested: 07/18/2019
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: Bar 5&6 HT#1202011648
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean 8.39
Second Bar Mean 8.19
Lower spec. limit LSL 7
Upper spec. limit USL 16
Bar # for First Bar 5
Bar # for Second Bar 6
Total mean value 8.29
Total number of values less than LSL no data
Total number of values greater than USL no data

Test 6 of 6

DIME Test ID: 2019-07-10-1-6
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 07/24/2019
Date Tested: 07/18/2019
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: Bar 5&6 HT#1202011648
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday 3
Total Length 5
Holidays Per Linear Foot of Bar 0.6
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass