Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212741 DEA: 020E1804 EFIS: 0200000022
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-29.8/30.2
Work Description: BRIDGE REPLACEMENT
Location Description: PLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY
Contractor Name: Q&D CONSTRUCTION, INC.
Contractor Address: P.O Box 10865, Reno, NV 89510
Resident Engineer: Ryan Johnson Structure Rep.: Matt Crete
DIME Sample ID: 2018-07-13-2
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: Acceptance
Type of Material: SMTL TM7 - Epoxy Coated Rebar
Sample Taken Date: 07/13/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2018
The quantity of what the sample constitutes: 2769 lbs
A brief description of the sample: Prefabricated rebar 10
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC
Rebar Heat Number(s): 4076492
Rebar Epoxy Batch Number(s): 8D09
Rebar Coating Specification: ASTM A934
Rebar Size (#): 8
Rebar Coating Color: Purple
Rebar Manufacturer: CMC Steel AZ
Rebar Coater: Fletcher Coating Company
Rebar Powder Manufacturer: Unknown
Release Number:
Quality Assurance Code:
DIME Test ID: 2018-07-13-2-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 07/19/2018
Date Tested: 07/19/2018
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
|
8A
|
Bar # for Second Bar
|
8B
|
First Bar Mean
|
8.63
|
Second Bar Mean
|
8.75
|
Total mean value
|
8.69
|
DIME Test ID: 2018-07-13-2-2
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 07/19/2018
Date Tested: 07/19/2018
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
|
0
|
Total Length
|
2.6
|
Holidays Per Linear Foot of Bar
|
0
|
Holiday Test Pass/Fail
|
Pass
|
Bend Test Pass/Fail
|
Pass
|