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Sample Record for 2022-08-05-1

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Project Information

Project ID: 993318 DEA: 11423704 EFIS: 1116000059 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R31.8/R41.7
Work Description: PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location Description: SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real, Ste 200, Carlsbad, CA 92008
Resident Engineer: Art Pannu Structure Rep.: Carlos Guzman

Sample Information

DIME Sample ID: 2022-08-05-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM7 - Epoxy Coated Rebar
Sample Taken Date: 08/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2022
The quantity of what the sample constitutes: 26400 each
A brief description of the sample: tie bars
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Highway Products

Material Information

Rebar Heat Number(s): 4400019291
Rebar Epoxy Batch Number(s): 1J20B
Rebar Coating Specification: ASTM A934
Rebar Size (#): #6
Rebar Coating Color: Purple
Rebar Manufacturer: Nucor
Rebar Coater: Simcoat Inc
Rebar Powder Manufacturer: 3M
Release Number:
Quality Assurance Code:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-08-05-1-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 09/13/2022
Date Tested: 09/09/2022
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 15.14
Second Bar Mean 11.62
Total mean value 13.38