Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210735 DEA: 071193U4 EFIS: 0713000007
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-37.2/42.4
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Contractor Name: Guy F. Atkinson
Contractor Address: 18201 Von Karman Ave, Suite #800, IRVINE CA 92612
Resident Engineer: Rodolfo Cao Structure Rep.: David Win
DIME Sample ID: 2017-08-01-6
TL Number from the TL Form: Unknown
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 Rebar
Sample Taken Date: 08/01/2017
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2017
The quantity of what the sample constitutes: 1 truck load
A brief description of the sample: 4 A775 Epoxy coated rebar
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Coating
Rebar Heat Number(s): 4062485
Rebar Epoxy Batch Number(s): 3416421
Rebar Coating Specification: ASTM A775
Rebar Size (#): 4
Rebar Coating Color: Green
Rebar Manufacturer: CMC
Rebar Coater: Western Coating
Rebar Powder Manufacturer: Axalta
Release Number: 36370
Quality Assurance Code: Unknown
DIME Test ID: 2017-08-01-6-1
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Epoxy Coating)
Verified Date: 08/04/2017
Date Tested: 08/03/2017
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
|
12.06 mils
|
Second Bar Mean
|
11.7 mils
|
Lower spec. limit LSL
|
7 mils
|
Upper spec. limit USL
|
12 mils
|
Bar # for First Bar
|
no data
|
Bar # for Second Bar
|
no data
|
Total mean value
|
11.88 mils
|
Total number of values less than LSL
|
no data
|
Total number of values greater than USL
|
no data
|
DIME Test ID: 2017-08-01-6-2
Test Method: ASTM A775-07b-re14: Standard Specification for Epoxy-Coated Steel Reinforcing Bars (Holiday)
Verified Date: 08/04/2017
Date Tested: 08/03/2017
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
|
4.2 ft
|
Holidays Per Linear Foot of Bar
|
0 holiday pe
|
Holiday Test Pass/Fail
|
Pass
|
Bend Test Pass/Fail
|
Pass
|