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Sample Record for 2024-08-15-9

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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: 2024-08-15-9
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM7 - Epoxy Coated Dowels
Sample Taken Date: 08/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2024
The quantity of what the sample constitutes: 505 each
A brief description of the sample: Epoxy Coated Dowel Bars
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier: 57-0688R
Structure name: Sweetwater River Bridge
The fabricator/manufacturer/facility name: American Highway

Material Information

Dowel Metal Heat Number: 1201058997
Dowel Epoxy Batch Number: CH2613TV CH1644GF
Dowel Coating Specification: ASTM A934
Dowel Size: 1.5 in
Dowel Coating Color: Purple
Dowel Manufacturer: Nucor
Dowel Coater: American Highway Simplex
Release Number: 1
Quality Assurance Code:
Rebar Size (#): 1-1/2" x 18"
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-08-15-9-1
Test Method: ASTM A884-19e20: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Verified Date: 08/23/2024
Date Tested: 08/21/2024
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: complies
Additional Comments When Verified:
First Bar Mean 7.48
Second Bar Mean 7.91
Lower spec. limit LSL 7 mils
Upper spec. limit USL 40 mils
Total mean value 7.69
Total number of values less than LSL no data
Total number of values greater than USL no data

Test 2 of 2

DIME Test ID: 2024-08-15-9-2
Test Method: ASTM A884-19e20: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Holiday)
Verified Date: 08/23/2024
Date Tested: 08/21/2024
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: does not comply
Additional Comments When Verified:
Total Number of Holiday 6
Total Length 3
Holidays Per Linear Foot of Bar 2
Holiday Test Pass/Fail Fail