Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993776 DEA: 040J3004 EFIS: 0413000433
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-26.7/27.1
Work Description: CONSTRUCTING RETAINING WALL AND CONFINEMENT SYSTEM TO RESTORE SLIPOUT.
Location Description: SONOMA COUNTY NEAR JENNER FROM 0.3 MILE TO 0.7 MILE NORTH OF MEYERS GRADE ROAD
Contractor Name: ARGONAUT CONSTRUCTION
Contractor Address: P. O. BOX 639, SANTA ROSA, CA 95402
Resident Engineer: Fabio La Serna Structure Rep.: Matteo D-Orio
DIME Sample ID: 2023-08-02-27
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Quality Assurance
Type of Material: SMTL TM7 - Epoxy Coated Rebar
Sample Taken Date: 08/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/03/2023
The quantity of what the sample constitutes: 20 lbs (3 bars)
A brief description of the sample: Epoxy Coated #6 Stirrups for Waler
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 20-E0110
Structure name: Slidesville Retaining Wall
The fabricator/manufacturer/facility name: Fletcher Coating
Rebar Heat Number(s): TBD
Rebar Epoxy Batch Number(s):
Rebar Coating Specification: ASTM A934
Rebar Size (#): #6
Rebar Coating Color: Purple
Rebar Manufacturer: PJs rebar
Rebar Coater: Fletcher Coating
Rebar Powder Manufacturer:
Release Number:
Quality Assurance Code:
DIME Test ID: 2023-08-02-27-1
Test Method: ASTM A934-19: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/09/2023
Date Tested: 08/08/2023
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: Tested bars from field exposed to sunlight. Bar were stirrups, not straight sections as typical for TM7.
Test Result Compliance: not applicable
Additional Comments When Verified:
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Lower spec. limit LSL
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7 mils
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Upper spec. limit USL
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12 mils
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Bar # for First Bar
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1
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Bar # for Second Bar
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2
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First Bar Mean
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10.59
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Second Bar Mean
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10.8
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Total mean value
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10.78
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