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Sample Record for 2020-11-11-9

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Project Information

Project ID: 214908 DEA: 112N0424 EFIS: 1118000193 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-76-R4.2/R6.4
Work Description: PLACE MICROSURFACING, COLD PLANE AND REPLACE AC WITH HOT MIX ASPHALT.
Location Description: SAN DIEGO COUNTY IN OCEANSIDE FROM RANCHO DEL ORO DRIVE TO 0.2 MILE EAST OF COLLEGE BOULEVARD
Contractor Name: HAZARD CONSTRUCTION COMPANY
Contractor Address: 10529 Vine Streeet, Lakeside, CA 92040
Resident Engineer: Albert Labrador Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-11-11-9
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: 11/11/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/11/2020
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): 112N0424
Batch number: 112N0424
Mix number: 112N0424
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2020-11-11-9-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/04/2020
Date Tested: 12/04/2020
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1640

Test 2 of 2

DIME Test ID: 2020-11-11-9-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/04/2020
Date Tested: 12/04/2020
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted 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 0.491 in
Sample 1 Ultimate strength 3736.4 psi
Sample 1 Thickness 0.146 in
Sample 1 Area 0.0717 in^2
Sample 1 Ultimate Strength Actual 267.9 lbs
Sample 1 percent elongation 66.7 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.49 in
Sample 2 Thickness 0.147 in
Sample 2 Area 0.072 in^2
Sample 2 Ultimate strength 3194.4 psi
Sample 2 Ultimate Strength Actual 230 lbs
Sample 2 percent elongation 53.6 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.49 in
Sample 3 Thickness 0.153 in
Sample 3 Area 0.075 in^2
Sample 3 Ultimate strength 3260 psi
Sample 3 Ultimate Strength Actual 244.5 lbs
Sample 3 percent elongation 56.6 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.493 in
Sample 4 Thickness 0.149 in
Sample 4 Area 0.0735 in^2
Sample 4 Ultimate strength 3163.3 psi
Sample 4 Ultimate Strength Actual 232.5 lbs
Sample 4 percent elongation 52.5 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.49 in
Sample 5 Thickness 0.138 in
Sample 5 Area 0.0676 in^2
Sample 5 Ultimate strength 3781.1 psi
Sample 5 Ultimate Strength Actual 255.6 lbs
Sample 5 percent elongation 64.2 %
Sample 5 Time no data0 MM:SS
Ultimate Strength Average 3427 psi
Percent Elongation Average 59 %