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Sample Record for 2022-05-16-19

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Project Information

Project ID: 993334 DEA: 051M3704 EFIS: 0519000130 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-154-23.8/29.2
Work Description: COLD PLANE EXISTING PAVEMENT, PLACE HMA-A AND HFST OVERLAY.
Location Description: SANTA BARBARA COUNTY NEAR SANTA BARBARA AT VARIOUS LOCATIONS FROM 0.4 MILE EAST OF STAGECOACH ROAD TO 0.8 MILE WEST OF SAN ANTONIO CREEK ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2023 Preisker Lane, Unit B, Santa Maria, CA 93454
Resident Engineer: David Ballentine Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-16-19
TL Number from the TL Form: 943110
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: 05/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2022
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): T001406363
Batch number: T001406363
Mix number: T001406363
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-05-16-19-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/30/2022
Date Tested: 06/01/2022
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 2022

Test 2 of 2

DIME Test ID: 2022-05-16-19-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/30/2022
Date Tested: 05/19/2022
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. Caltrans Chemistry results: Gel Time (ASTM C881) = 25 minutes Cure Rate (ASTM D1640) = 1.5 hours
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 0.157 in
Sample 1 Ultimate strength 3145.1 psi
Sample 1 Thickness 0.492 in
Sample 1 Area 0.0772 in^2
Sample 1 Ultimate Strength Actual 242.8 lbs
Sample 1 percent elongation 52.5 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.143 in
Sample 2 Thickness 0.492 in
Sample 2 Area 0.0704 in^2
Sample 2 Ultimate strength 3180.4 psi
Sample 2 Ultimate Strength Actual 223.9 lbs
Sample 2 percent elongation 51.5 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.148 in
Sample 3 Thickness 0.492 in
Sample 3 Area 0.0728 in^2
Sample 3 Ultimate strength 3236.3 psi
Sample 3 Ultimate Strength Actual 235.6 lbs
Sample 3 percent elongation 54.3 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.147 in
Sample 4 Thickness 0.489 in
Sample 4 Area 0.0719 in^2
Sample 4 Ultimate strength 3417.2 psi
Sample 4 Ultimate Strength Actual 245.7 lbs
Sample 4 percent elongation 59.8 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.147 in
Sample 5 Thickness 0.492 in
Sample 5 Area 0.0723 in^2
Sample 5 Ultimate strength 3309.8 psi
Sample 5 Ultimate Strength Actual 239.3 lbs
Sample 5 percent elongation 57.4 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.135 in
Sample 6 Thickness 0.492 in
Sample 6 Area 0.0664 in^2
Sample 6 Ultimate strength 3430.7 psi
Sample 6 Ultimate Strength Actual 227.8 lbs
Sample 6 percent elongation 58.9 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3287 psi
Percent Elongation Average 56 %