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Sample Record for 2025-08-11-26

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Project Information

Project ID: 1001196 DEA: 070W9904 EFIS: 0723000238 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-105,710-Var
Work Description: METHACRYLATE, POLYESTER OVERLAY, JOINT SEAL REPAIR AND SPALL REPAIR.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Joahnna Vergara Structure Rep.: Mohamed Shubar

Sample Information

DIME Sample ID: 2025-08-11-26
TL Number from the TL Form: 174KBP
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: 08/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2025
The quantity of what the sample constitutes: 10 Tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 25-131
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ5G00943S
Batch number: AZ5G00943S
Mix number: AZ5G00943S
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-08-11-26-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/20/2025
Date Tested: 08/11/2025
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:
Viscosity 92

Test 2 of 6

DIME Test ID: 2025-08-11-26-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/20/2025
Date Tested: 08/11/2025
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:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.7

Test 3 of 6

DIME Test ID: 2025-08-11-26-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/20/2025
Date Tested: 08/13/2025
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 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.483 in
Sample 1 Ultimate strength 2872.2 psi
Sample 1 Thickness 0.256 in
Sample 1 Area 0.1236 in^2
Sample 1 Ultimate Strength Actual 355 lbs
Sample 1 percent elongation 65 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.483 in
Sample 2 Thickness 0.251 in
Sample 2 Area 0.1212 in^2
Sample 2 Ultimate strength 2953.8 psi
Sample 2 Ultimate Strength Actual 358 lbs
Sample 2 percent elongation 66.6 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.483 in
Sample 3 Thickness 0.257 in
Sample 3 Area 0.1241 in^2
Sample 3 Ultimate strength 3078.2 psi
Sample 3 Ultimate Strength Actual 382 lbs
Sample 3 percent elongation 71.2 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.258 in
Sample 4 Area 0.1249 in^2
Sample 4 Ultimate strength 3010.4 psi
Sample 4 Ultimate Strength Actual 376 lbs
Sample 4 percent elongation 69.1 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.484 in
Sample 5 Thickness 0.261 in
Sample 5 Area 0.1263 in^2
Sample 5 Ultimate strength 3024.5 psi
Sample 5 Ultimate Strength Actual 382 lbs
Sample 5 percent elongation 70.4 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.483 in
Sample 6 Thickness 0.255 in
Sample 6 Area 0.1232 in^2
Sample 6 Ultimate strength 2905.8 psi
Sample 6 Ultimate Strength Actual 358 lbs
Sample 6 percent elongation 65.5 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2974 psi
Percent Elongation Average 68 %

Test 4 of 6

DIME Test ID: 2025-08-11-26-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/20/2025
Date Tested: 08/11/2025
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:
Mean of two volatile content determination 46.65

Test 5 of 6

DIME Test ID: 2025-08-11-26-5
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 08/20/2025
Date Tested: 08/14/2025
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:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1100 lb
Span length for Sample 1 9 in
Break location for Sample 1 bond
Specimen defects/notes for Sample 1 no data
Surface type for Sample 1 SSD
Modulus of rupture (R) for Sample 1 550 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1328 lb
Span length for Sample 2 9 in
Break location for Sample 2 bond
Specimen defects/notes for Sample 2 no data
Surface type for Sample 2 SSD
Modulus of rupture (R) for Sample 2 664 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1104 lb
Span length for Sample 3 9 in
Break location for Sample 3 bond
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 552 psi

Test 6 of 6

DIME Test ID: 2025-08-11-26-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/20/2025
Date Tested: 08/13/2025
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:
Diameter of lid 153.9 mm
Room Temperature 78 f
Tare weight no data
Initial weight 100.036 grams
Weight at 5 minutes 99.964 grams
Weight at 10 minutes 99.873 grams
Weight at 15 minutes 99.803 grams
Weight at 20 minutes 99.728 grams
Weight at 25 minutes 99.652 grams
Weight at 30 minutes 99.577 grams
Final weight 99.58 grams
Total weight loss 0.46 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 24.513 grams/m^2