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Sample Record for 2022-06-02-45

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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: 2022-06-02-45
TL Number from the TL Form: C943114
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Quality Assurance
Type of Material: High Friction Surface Treatment
Sample Taken Date: 06/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2022
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943114
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): 1408528
Batch Number: 1408528
Mix Number: 1408528
Resin Binder Type: Polyester
Used for Overlay: No
Used for Inlay: No
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-06-02-45-1
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: 06/30/2022
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 1572

Test 2 of 2

DIME Test ID: 2022-06-02-45-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/30/2022
Date Tested: 06/09/2022
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 0.143 in
Sample 1 Ultimate strength 3608 psi
Sample 1 Thickness 0.492 in
Sample 1 Area 0.0704 in^2
Sample 1 Ultimate Strength Actual 254 lbs
Sample 1 percent elongation 63.4 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.15 in
Sample 2 Thickness 0.492 in
Sample 2 Area 0.0738 in^2
Sample 2 Ultimate strength 3790 psi
Sample 2 Ultimate Strength Actual 279.7 lbs
Sample 2 percent elongation 65.5 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.141 in
Sample 3 Thickness 0.491 in
Sample 3 Area 0.0692 in^2
Sample 3 Ultimate strength 2974 psi
Sample 3 Ultimate Strength Actual 205.8 lbs
Sample 3 percent elongation 38.7 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.146 in
Sample 4 Thickness 0.487 in
Sample 4 Area 0.0711 in^2
Sample 4 Ultimate strength 3694.8 psi
Sample 4 Ultimate Strength Actual 262.7 lbs
Sample 4 percent elongation 64.6 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.147 in
Sample 5 Thickness 0.493 in
Sample 5 Area 0.0725 in^2
Sample 5 Ultimate strength 3507.6 psi
Sample 5 Ultimate Strength Actual 254.3 lbs
Sample 5 percent elongation 59.7 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.134 in
Sample 6 Thickness 0.486 in
Sample 6 Area 0.0651 in^2
Sample 6 Ultimate strength 3563.7 psi
Sample 6 Ultimate Strength Actual 232 lbs
Sample 6 percent elongation 59.7 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3523 psi
Percent Elongation Average 59 %