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Sample Record for 2025-08-21-25

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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: 2025-08-21-25
TL Number from the TL Form: 25-132
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: 08/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2025
The quantity of what the sample constitutes: 34 Totes
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000176KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ5H01029T
Batch number: AZ5H01029T
Mix number: AZ5H01029T
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-08-21-25-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/27/2025
Date Tested: 08/21/2025
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 100

Test 2 of 6

DIME Test ID: 2025-08-21-25-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/27/2025
Date Tested: 08/21/2025
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) 9

Test 3 of 6

DIME Test ID: 2025-08-21-25-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/27/2025
Date Tested: 08/21/2025
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 46.57

Test 4 of 6

DIME Test ID: 2025-08-21-25-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/27/2025
Date Tested: 08/22/2025
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 0.482 in
Sample 1 Ultimate strength 2968.9 psi
Sample 1 Thickness 0.26 in
Sample 1 Area 0.1253 in^2
Sample 1 Ultimate Strength Actual 372 lbs
Sample 1 percent elongation 69.3 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.482 in
Sample 2 Thickness 0.261 in
Sample 2 Area 0.1258 in^2
Sample 2 Ultimate strength 3012.7 psi
Sample 2 Ultimate Strength Actual 379 lbs
Sample 2 percent elongation 70.6 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.482 in
Sample 3 Thickness 0.257 in
Sample 3 Area 0.1239 in^2
Sample 3 Ultimate strength 3002.4 psi
Sample 3 Ultimate Strength Actual 372 lbs
Sample 3 percent elongation 70.6 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.482 in
Sample 4 Thickness 0.252 in
Sample 4 Area 0.1215 in^2
Sample 4 Ultimate strength 3218.1 psi
Sample 4 Ultimate Strength Actual 391 lbs
Sample 4 percent elongation 75.9 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.482 in
Sample 5 Thickness 0.257 in
Sample 5 Area 0.1239 in^2
Sample 5 Ultimate strength 3026.6 psi
Sample 5 Ultimate Strength Actual 375 lbs
Sample 5 percent elongation 71.5 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.482 in
Sample 6 Thickness 0.255 in
Sample 6 Area 0.1229 in^2
Sample 6 Ultimate strength 3140.8 psi
Sample 6 Ultimate Strength Actual 386 lbs
Sample 6 percent elongation 74.8 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3062 psi
Percent Elongation Average 72 %

Test 5 of 6

DIME Test ID: 2025-08-21-25-5
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: 08/27/2025
Date Tested: 08/26/2025
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 1560 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 1 780 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1420 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 2 710 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1308 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 3 654 psi

Test 6 of 6

DIME Test ID: 2025-08-21-25-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/27/2025
Date Tested: 08/25/2025
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 77 f
Tare weight no data
Initial weight 100.042 grams
Weight at 5 minutes 100.018 grams
Weight at 10 minutes 99.992 grams
Weight at 15 minutes 99.969 grams
Weight at 20 minutes 99.948 grams
Weight at 25 minutes 99.926 grams
Weight at 30 minutes 99.905 grams
Final weight 99.91 grams
Total weight loss 0.13 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 7.096 grams/m^2