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Sample Record for 2022-06-13-37

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Project Information

Project ID: 215739 DEA: 010G2104 EFIS: 0116000137 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-21.2
Work Description: CONSTRUCT RETAINING WALL AND GUARDRAIL AND EARTHWORK.
Location Description: DEL NORTE COUNTY NEAR CRESCENT CITY AT 0.2 MILE NORTH OF CUSHING CREEK VIADUCT 01-0076
Contractor Name: McCullough Construction, Inc.
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Aaron Valley Structure Rep.: Thomas Norris

Sample Information

DIME Sample ID: 2022-06-13-37
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: 06/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2022
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: 943116
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1412208
Batch number: 1412208
Mix number: 1412208
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-06-13-37-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/29/2022
Date Tested: 07/08/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 2128

Test 2 of 2

DIME Test ID: 2022-06-13-37-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/29/2022
Date Tested: 06/20/2022
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 vendor's 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 0.492 in
Sample 1 Ultimate strength 3593.7 psi
Sample 1 Thickness 0.128 in
Sample 1 Area 0.063 in^2
Sample 1 Ultimate Strength Actual 226.4 lbs
Sample 1 percent elongation 55.523 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.491 in
Sample 2 Thickness 0.131 in
Sample 2 Area 0.0643 in^2
Sample 2 Ultimate strength 3225.5 psi
Sample 2 Ultimate Strength Actual 207.4 lbs
Sample 2 percent elongation 45.666 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.492 in
Sample 3 Thickness 0.119 in
Sample 3 Area 0.0585 in^2
Sample 3 Ultimate strength 3622.2 psi
Sample 3 Ultimate Strength Actual 211.9 lbs
Sample 3 percent elongation 56.467 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.147 in
Sample 4 Area 0.0711 in^2
Sample 4 Ultimate strength 3535.9 psi
Sample 4 Ultimate Strength Actual 251.4 lbs
Sample 4 percent elongation 55.747 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.482 in
Sample 5 Thickness 0.137 in
Sample 5 Area 0.066 in^2
Sample 5 Ultimate strength 3342.4 psi
Sample 5 Ultimate Strength Actual 220.6 lbs
Sample 5 percent elongation 50.628 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.482 in
Sample 6 Thickness 0.145 in
Sample 6 Area 0.0699 in^2
Sample 6 Ultimate strength 3662.4 psi
Sample 6 Ultimate Strength Actual 256 lbs
Sample 6 percent elongation 58.679 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3497 psi
Percent Elongation Average 54 %