Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212247 DEA: 010G8004 MINOR: 01A1727
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-1-78.0/83.5, 77.0/83.5
Work Description: Major Damage Restoration
Location Description: In Mendocino County near West port from 0.3 mile south of Wages Creek Bridge #10-137 to Solider Point Viaduct #10-271
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Grant Krueger Structure Rep.: Moussa Jandal
DIME Sample ID: 2018-04-17-5
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 Rebar
Sample Taken Date: 04/17/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2018
The quantity of what the sample constitutes: 2409 Lbs
A brief description of the sample: Epoxy Coated Rebar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fletcher Coating Co
Rebar Heat Number(s): 4072916
Rebar Epoxy Batch Number(s): 8A25B179
Rebar Coating Specification: ASTM A934
Rebar Size (#): #6
Rebar Coating Color: Purple
Rebar Manufacturer: CMC Steel
Rebar Coater: Fletcher Coating Company
Rebar Powder Manufacturer: 3M
Release Number:
Quality Assurance Code:
DIME Test ID: 2018-04-17-5-1
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 04/24/2018
Date Tested: 04/20/2018
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
|
6
|
Bar # for Second Bar
|
6
|
First Bar Mean
|
9.71
|
Second Bar Mean
|
9.67
|
Total mean value
|
9.69
|
DIME Test ID: 2018-04-17-5-2
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Holiday Bend)
Verified Date: 04/24/2018
Date Tested: 04/20/2018
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
|