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Sample Record for 2021-11-09-5

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Project Information

Project ID: 215063 DEA: 032F5704 EFIS: 0300020615 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-80-46.3/63.5
Work Description: Replace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location Description:
Contractor Name: Walsh Construction Company II, LLC (Walsh)
Contractor Address: 1390 Willow Pass Road Suite 950, Concord, CA 94520
Resident Engineer: Tad Sampson Structure Rep.: Jimmer Ross

Sample Information

DIME Sample ID: 2021-11-09-5
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: 11/09/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/12/2021
The quantity of what the sample constitutes: 2
A brief description of the sample: #6x30 fully epoxy coated loose tie bars
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: American Highway

Material Information

Rebar Heat Number(s): 1202036445
Rebar Epoxy Batch Number(s): 3CH2041027
Rebar Coating Specification: ASTM A934
Rebar Size (#): 6
Rebar Coating Color: Purple
Rebar Manufacturer: Nucor
Rebar Coater: American Highway
Rebar Powder Manufacturer: Sherwin Williams
Release Number:
Quality Assurance Code:

Test Results

Test 1 of 2

DIME Test ID: 2021-11-09-5-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 11/17/2021
Date Tested: 11/16/2021
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 5
Holidays Per Linear Foot of Bar 0
Holiday Test Pass/Fail Pass
Bend Test Pass/Fail Pass

Test 2 of 2

DIME Test ID: 2021-11-09-5-2
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 11/17/2021
Date Tested: 11/16/2021
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 1
Bar # for Second Bar 2
First Bar Mean 7.23
Second Bar Mean 7.13
Total mean value 7.18