Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2022-08-05-2
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 Dowels
Sample Taken Date: 08/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2022
The quantity of what the sample constitutes: 404
A brief description of the sample: 1.5 inch dowels purple
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Highway Products
Dowel Metal Heat Number: 4400012225
Dowel Epoxy Batch Number: 1G90B
Dowel Coating Specification: ASTM A934
Dowel Size: 1.5 in
Dowel Coating Color: Purple
Dowel Manufacturer: Pacific Highway Products
Dowel Coater: Simcoat Inc
Release Number:
Quality Assurance Code:
Rebar Size (#):
DIME Test ID: 2022-08-05-2-1
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
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:
First Bar Mean
|
7.69 mils
|
Second Bar Mean
|
20.75 mils
|
Lower spec. limit LSL
|
7 mils
|
Upper spec. limit USL
|
12 mils
|
Total mean value
|
14.22 mils
|
Total number of values less than LSL
|
no data
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Total number of values greater than USL
|
no data
|
DIME Test ID: 2022-08-05-2-2
Test Method: ASTM A884-19e20: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Holiday)
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:
Total Number of Holiday
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0
|
Total Length
|
3
|
Holidays Per Linear Foot of Bar
|
0
|
Holiday Test Pass/Fail
|
Pass
|