Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214573 DEA: 073096U4 EFIS: 0719000091
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R0.0/R9.7
Work Description: PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 15335 FAIRFIELD RANCH ROAD, CHINO HILLS, CA 91709
Resident Engineer: Ridwan Salman Structure Rep.: Adriana Pimienta
DIME Sample ID: 2020-09-15-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Acceptance
Type of Material: SMTL TM7 - Epoxy Coated Dowels
Sample Taken Date: 09/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2020
The quantity of what the sample constitutes: 404
A brief description of the sample: 1.5" x 18" Epoxy Coated Dowels
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Simplex
Dowel Metal Heat Number: 191058
Dowel Epoxy Batch Number: 3CH2013021
Dowel Coating Specification: ASTM A775
Dowel Size: 1.5 in
Dowel Coating Color: Green
Dowel Manufacturer: Simplex
Dowel Coater: Simplex
Release Number: 106484
Quality Assurance Code:
Rebar Size (#):
DIME Test ID: 2020-09-15-1-1
Test Method: ASTM A884-14: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Epoxy Coating Thickness)
Verified Date: 09/22/2020
Date Tested: 09/21/2020
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
|
13.85 mils
|
Second Bar Mean
|
12.59 mils
|
Lower spec. limit LSL
|
7 mils
|
Upper spec. limit USL
|
40 mils
|
Total mean value
|
13.22 mils
|
Total number of values less than LSL
|
no data
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Total number of values greater than USL
|
no data
|
DIME Test ID: 2020-09-15-1-2
Test Method: ASTM A884-13: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement (Holiday)
Verified Date: 09/22/2020
Date Tested: 09/21/2020
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
|
3
|
Holidays Per Linear Foot of Bar
|
0
|
Holiday Test Pass/Fail
|
Pass
|