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Sample Record for 2018-11-20-13

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212363 DEA: 07333404 EFIS: 0716000306 QA Service Level: 1
DIST-CO-RTE-PM: 07---
Work Description:
Location Description:
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91355
Resident Engineer: James Riley Structure Rep.: Frank Lotfi

Sample Information

DIME Sample ID: 2018-11-20-13
TL Number from the TL Form: Unknown
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: 11/20/2018
Date that the sample was received by the laboratory/organization performing the testing: 12/03/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: Epoxy Coated Rebar
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Brighton

Material Information

Rebar Heat Number(s): 4073347
Rebar Epoxy Batch Number(s): UE86724NA
Rebar Coating Specification: ASTM A775
Rebar Size (#): 7
Rebar Coating Color: Green
Rebar Manufacturer: CMC Rebar
Rebar Coater: AkzoNobel
Rebar Powder Manufacturer: Unknown
Release Number: Unknown
Quality Assurance Code: Unknown
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2018-11-20-13-1
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 12/07/2018
Date Tested: 12/04/2018
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 7.01 mils
Second Bar Mean 7.5 mils
Lower spec. limit LSL 7 mils
Upper spec. limit USL 16 mils
Bar # for First Bar 1
Bar # for Second Bar 2
Total mean value 7.25 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: 2018-11-20-13-2
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 12/07/2018
Date Tested: 12/04/2018
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: Bar 1,2
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday 0
Total Length 6 ft
Holidays Per Linear Foot of Bar 0 holiday pe
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass

Test 3 of 6

DIME Test ID: 2018-11-20-13-3
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 12/07/2018
Date Tested: 12/07/2018
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 7.93
Second Bar Mean 8.57
Lower spec. limit LSL 7
Upper spec. limit USL 16
Bar # for First Bar 3
Bar # for Second Bar 4
Total mean value 8.25
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: 2018-11-20-13-4
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 12/07/2018
Date Tested: 12/07/2018
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: Bar 3,4
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday 2
Total Length 6 ft
Holidays Per Linear Foot of Bar 0.3 holiday pe
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass

Test 5 of 6

DIME Test ID: 2018-11-20-13-5
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 12/07/2018
Date Tested: 12/07/2018
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 7.93
Second Bar Mean 7.36
Lower spec. limit LSL 7
Upper spec. limit USL 16
Bar # for First Bar 5
Bar # for Second Bar 6
Total mean value 7.64
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: 2018-11-20-13-6
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 12/07/2018
Date Tested: 12/07/2018
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: Bar 5,6
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday 0
Total Length 6
Holidays Per Linear Foot of Bar 0
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass