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Sample Record for 2021-06-23-8

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Project Information

Project ID: 214532 DEA: 07316904 EFIS: 0715000227 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1,2,5,10-Various
Work Description: TUNNEL LIGHTING, MESSAGE SIGN SYSTEMS, RETAINING WALL & BUILDING WORK.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: ALDRIDGE ELECTRIC, INC.
Contractor Address: 2369 Yates Ave, Commerce, CA 90040
Resident Engineer: Frank Shin Structure Rep.: Frank Lotfi

Sample Information

DIME Sample ID: 2021-06-23-8
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 06/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/23/2021
The quantity of what the sample constitutes: 32 Totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt

Material Information

Mfg. Lot Number(s): 1341215
Batch number: 1341215
Mix number: 1341215

Test Results

Test 1 of 2

DIME Test ID: 2021-06-23-8-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/09/2021
Date Tested: 07/09/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1826

Test 2 of 2

DIME Test ID: 2021-06-23-8-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/09/2021
Date Tested: 06/25/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 5
Conditioning procedure 40/25/50
Speed of testing 0.45 in/min
Sample 1 Width 0.5 in
Sample 1 Ultimate strength 4132.9 psi
Sample 1 Thickness 0.128 in
Sample 1 Area 0.064 in^2
Sample 1 Ultimate Strength Actual 264.506 lbs
Sample 1 percent elongation 37.3 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.5 in
Sample 2 Thickness 0.125 in
Sample 2 Area 0.0625 in^2
Sample 2 Ultimate strength 3887.6 psi
Sample 2 Ultimate Strength Actual 242.974 lbs
Sample 2 percent elongation 48.9 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.5 in
Sample 3 Thickness 0.13 in
Sample 3 Area 0.065 in^2
Sample 3 Ultimate strength 3894 psi
Sample 3 Ultimate Strength Actual 253.108 lbs
Sample 3 percent elongation 51.8 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.5 in
Sample 4 Thickness 0.129 in
Sample 4 Area 0.0645 in^2
Sample 4 Ultimate strength 4371.8 psi
Sample 4 Ultimate Strength Actual 281.98 lbs
Sample 4 percent elongation 54.6 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.5 in
Sample 5 Thickness 0.129 in
Sample 5 Area 0.0645 in^2
Sample 5 Ultimate strength 4153.5 psi
Sample 5 Ultimate Strength Actual 267.899 lbs
Sample 5 percent elongation 53.5 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 4088 psi
Percent Elongation Average 49 %