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Sample Record for 2023-07-19-22

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Project Information

Project ID: 215666 DEA: 11430564 EFIS: 1119000015 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-67-R6.0/24.4
Work Description: COLD PLANE, RHMA OVERLAY AND HFST, AND INSTALL CHANNELIZERS.
Location Description: SAN DIEGO COUNTY NEAR LAKESIDE AND RAMONA FROM 0.2 MILE NORTH OF SAN DIEGO RIVER BRIDGE TO ROUTE 78
Contractor Name: ATP General Engineering
Contractor Address: 4211 Ponderosa Ave, Suite C, San Diego, CA 92123
Resident Engineer: Victor Mercado Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-19-22
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: High Friction Surface Treatment
Sample Taken Date: 07/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2023
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: 943816
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): 1472974
Batch Number: 1472974
Mix Number: 1472974
Resin Binder Type: Polyester
Used for Overlay: Yes
Used for Inlay: No
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-07-19-22-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/17/2023
Date Tested: 08/04/2023
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: Gel time ASTM C881: 18 mins. Cure rate ASTM D1640: 1.15 hrs.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1480

Test 2 of 2

DIME Test ID: 2023-07-19-22-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/17/2023
Date Tested: 07/26/2023
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 0.484 in
Sample 1 Ultimate strength 3852 psi
Sample 1 Thickness 0.148 in
Sample 1 Area 0.0716 in^2
Sample 1 Ultimate Strength Actual 275.8 lbs
Sample 1 percent elongation 57.645 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.489 in
Sample 2 Thickness 0.138 in
Sample 2 Area 0.0675 in^2
Sample 2 Ultimate strength 3613.3 psi
Sample 2 Ultimate Strength Actual 243.9 lbs
Sample 2 percent elongation 49.518 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.489 in
Sample 3 Thickness 0.154 in
Sample 3 Area 0.0753 in^2
Sample 3 Ultimate strength 3896.4 psi
Sample 3 Ultimate Strength Actual 293.4 lbs
Sample 3 percent elongation 53.112 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.146 in
Sample 4 Area 0.0707 in^2
Sample 4 Ultimate strength 3728.4 psi
Sample 4 Ultimate Strength Actual 263.6 lbs
Sample 4 percent elongation 49.923 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.489 in
Sample 5 Thickness 0.137 in
Sample 5 Area 0.067 in^2
Sample 5 Ultimate strength 3949.3 psi
Sample 5 Ultimate Strength Actual 264.6 lbs
Sample 5 percent elongation 57.106 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.489 in
Sample 6 Thickness 0.145 in
Sample 6 Area 0.0709 in^2
Sample 6 Ultimate strength 3380.8 psi
Sample 6 Ultimate Strength Actual 239.7 lbs
Sample 6 percent elongation 43.311 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3737 psi
Percent Elongation Average 52 %