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Sample Record for 2018-10-12-2

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Project Information

Project ID: 211614 DEA: 033C3804 EFIS: 0300000458 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-75.4/77.3
Work Description: HOT MIX ASPHALT, ROADWAY EXCAVATION, AND SIGNAL AND LIGHTING
Location Description: EL DORADO COUNTY IN SOUTH LAKE TAHOE FROM NORTH JUNCTION ROUTE 89 TO TROUT CREEK BRIDGE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Jaret Montplaisir Structure Rep.: Alfredo Carranza

Sample Information

DIME Sample ID: 2018-10-12-2
TL Number from the TL Form: C660237
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: 10/12/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/12/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: Green Epoxy Coated Rebar
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Coating

Material Information

Rebar Heat Number(s): 65029892 65030649 1202001689
Rebar Epoxy Batch Number(s):
Rebar Coating Specification: ASTM A775
Rebar Size (#): 5, 6, 8
Rebar Coating Color: Green
Rebar Manufacturer: Nucor Gerdau
Rebar Coater: Western Coating
Rebar Powder Manufacturer: Western Coating
Release Number: Unknown
Quality Assurance Code: Unknown

Test Results

Test 1 of 6

DIME Test ID: 2018-10-12-2-1
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated 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:
First Bar Mean 8.75
Second Bar Mean 9.73
Lower spec. limit LSL 7
Upper spec. limit USL 12
Bar # for First Bar 5A
Bar # for Second Bar 5B
Total mean value 9.24
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: 2018-10-12-2-3
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated 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:
First Bar Mean 10.28
Second Bar Mean 9.85
Lower spec. limit LSL 7
Upper spec. limit USL 16
Bar # for First Bar 6A
Bar # for Second Bar 6B
Total mean value 10.06
Total number of values less than LSL no data
Total number of values greater than USL no data

Test 3 of 6

DIME Test ID: 2018-10-12-2-4
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
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

Test 4 of 6

DIME Test ID: 2018-10-12-2-5
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated 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:
First Bar Mean 9.67
Second Bar Mean 10.04
Lower spec. limit LSL 7
Upper spec. limit USL 16
Bar # for First Bar 8A
Bar # for Second Bar 8B
Total mean value 9.85
Total number of values less than LSL no data
Total number of values greater than USL no data

Test 5 of 6

DIME Test ID: 2018-10-12-2-6
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
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

Test 6 of 6

DIME Test ID: 2018-10-12-2-7
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
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