Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214466 DEA: 081F1414 EFIS: 0815000231
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-15-54.2/54.3
Work Description: Slab & lane replacement with JPCP & precast conc pavement, place HMA.
Location Description: Riverside and San Diego County
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Mike Bergevin Structure Rep.: Unknown
DIME Sample ID: 2020-07-16-10
TL Number from the TL Form: C741331
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Verification
Type of Material: SMTL TM7 - Epoxy Coated Dowels
Sample Taken Date: 07/16/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2020
The quantity of what the sample constitutes: 1,140 baskets
A brief description of the sample: 1-1/2" Dowel Bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Simplex - Fernley, NV
Dowel Metal Heat Number: 120202248820
Dowel Epoxy Batch Number: 3CH2013021
Dowel Coating Specification: ASTM A775
Dowel Size: 1.5 in
Dowel Coating Color: Green
Dowel Manufacturer: Nucor
Dowel Coater: Simplex
Release Number:
Quality Assurance Code:
Rebar Size (#):
DIME Test ID: 2020-07-16-10-1
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Verified Date: 07/21/2020
Date Tested: 07/21/2020
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
|
15.36 mils
|
Second Bar Mean
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16.15 mils
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Lower spec. limit LSL
|
7 mils
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Upper spec. limit USL
|
40 mils
|
Total mean value
|
15.75 mils
|
Total number of values less than LSL
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no data
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Total number of values greater than USL
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no data
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DIME Test ID: 2020-07-16-10-2
Test Method: ASTM A884-13: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Holiday)
Verified Date: 07/21/2020
Date Tested: 07/21/2020
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
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Total Length
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3
|
Holidays Per Linear Foot of Bar
|
0
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Holiday Test Pass/Fail
|
Pass
|