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Sample Record for 2021-11-10-26

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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: 2021-11-10-26
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: 11/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/10/2021
The quantity of what the sample constitutes: 1 Tanker 16 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): 1370674
Batch number: 1370674
Mix number: 1370674

Test Results

Test 1 of 2

DIME Test ID: 2021-11-10-26-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/03/2021
Date Tested: 11/30/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1408

Test 2 of 2

DIME Test ID: 2021-11-10-26-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/03/2021
Date Tested: 11/15/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted vendor results.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.494 in
Sample 1 Ultimate strength 3451.5 psi
Sample 1 Thickness 0.144 in
Sample 1 Area 0.0711 in^2
Sample 1 Ultimate Strength Actual 245.4 lbs
Sample 1 percent elongation 51.34 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.494 in
Sample 2 Thickness 0.143 in
Sample 2 Area 0.0706 in^2
Sample 2 Ultimate strength 3232.3 psi
Sample 2 Ultimate Strength Actual 228.2 lbs
Sample 2 percent elongation 42.29 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.49 in
Sample 3 Thickness 0.162 in
Sample 3 Area 0.0794 in^2
Sample 3 Ultimate strength 3424.4 psi
Sample 3 Ultimate Strength Actual 271.9 lbs
Sample 3 percent elongation 51.97 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.189 in
Sample 4 Area 0.0917 in^2
Sample 4 Ultimate strength 3181 psi
Sample 4 Ultimate Strength Actual 291.7 lbs
Sample 4 percent elongation 45.03 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.485 in
Sample 5 Thickness 0.158 in
Sample 5 Area 0.0766 in^2
Sample 5 Ultimate strength 3203.7 psi
Sample 5 Ultimate Strength Actual 245.4 lbs
Sample 5 percent elongation 41.94 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.163 in
Sample 6 Area 0.0792 in^2
Sample 6 Ultimate strength 3133.8 psi
Sample 6 Ultimate Strength Actual 248.2 lbs
Sample 6 percent elongation 40.42 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3271 psi
Percent Elongation Average 45 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.