Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212720 DEA: 07291404 EFIS: 0712000094
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-55-58
Work Description: TRANCAS CREEK BRIDGE REPLACEMENT
Location Description: IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
Contractor Name: STACY AND WITBECK, INC.
Contractor Address: 3939 Atlantic Ave Suite 114, Long Beach, CA 90807
Resident Engineer: Gilbert Trujillo Structure Rep.: Frank Lofti
DIME Sample ID: 2023-07-18-7
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: 07/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2023
The quantity of what the sample constitutes: 85 bars
A brief description of the sample: ASTM A706 gr 60 epoxy coated ASTM A775
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar San Bernardino
Rebar Heat Number(s): 4116723
Rebar Epoxy Batch Number(s): A220196
Rebar Coating Specification: ASTM A775
Rebar Size (#): 5
Rebar Coating Color: Green
Rebar Manufacturer: CMC Steel AZ
Rebar Coater: CMC Rebar San Bernardino
Rebar Powder Manufacturer: IFS Coatings
Release Number:
Quality Assurance Code:
DIME Test ID: 2023-07-18-7-1
Test Method: ASTM A775-19: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 09/12/2023
Date Tested: 09/06/2023
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:
Test Result Compliance:
Additional Comments When Verified:
First Bar Mean
|
7.64
|
Second Bar Mean
|
8.59
|
Lower spec. limit LSL
|
7
|
Upper spec. limit USL
|
12
|
Bar # for First Bar
|
5
|
Bar # for Second Bar
|
5
|
Total mean value
|
8.11
|
Total number of values less than LSL
|
no data
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2023-07-18-7-2
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 09/12/2023
Date Tested: 09/06/2023
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:
Test Result Compliance:
Additional Comments When Verified:
Total Number of Holiday
|
1
|
Total Length
|
5
|
Holidays Per Linear Foot of Bar
|
0.2
|
Holiday Test Pass/Fail
|
Pass
|
Bend Test Pass/Fail
|
Pass
|