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Sample Record for 2025-09-30-41

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Project Information

Project ID: 1001147 DEA: 070W9804 EFIS: 0723000221 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-1,33,101-Var
Work Description: TREAT BRIDGE DECK, REPAIR JOINT SEALS, AND REPAIR SLOPE.
Location Description: VENTURA COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Justin Saeidian Structure Rep.: Waheed Mirpoor

Sample Information

DIME Sample ID: 2025-09-30-41
TL Number from the TL Form: 190KBP
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: 09/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2025
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: 25-154
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ5I01173S
Batch number: AZ5I01173S
Mix number: AZ5I01173S
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-09-30-41-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/08/2025
Date Tested: 10/02/2025
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 90

Test 2 of 6

DIME Test ID: 2025-09-30-41-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/08/2025
Date Tested: 10/02/2025
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 result.
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: 2025-09-30-41-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/08/2025
Date Tested: 10/02/2025
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.32

Test 4 of 6

DIME Test ID: 2025-09-30-41-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/08/2025
Date Tested: 10/03/2025
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 5
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.483 in
Sample 1 Ultimate strength 2852.5 psi
Sample 1 Thickness 0.254 in
Sample 1 Area 0.1227 in^2
Sample 1 Ultimate Strength Actual 350 lbs
Sample 1 percent elongation 68.4 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.261 in
Sample 2 Area 0.1266 in^2
Sample 2 Ultimate strength 2827.8 psi
Sample 2 Ultimate Strength Actual 358 lbs
Sample 2 percent elongation 69.8 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.483 in
Sample 3 Thickness 0.26 in
Sample 3 Area 0.1256 in^2
Sample 3 Ultimate strength 2850.3 psi
Sample 3 Ultimate Strength Actual 358 lbs
Sample 3 percent elongation 70.7 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.245 in
Sample 4 Area 0.1186 in^2
Sample 4 Ultimate strength 3043.8 psi
Sample 4 Ultimate Strength Actual 361 lbs
Sample 4 percent elongation 75.9 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.483 in
Sample 5 Thickness 0.248 in
Sample 5 Area 0.1198 in^2
Sample 5 Ultimate strength 3055.1 psi
Sample 5 Ultimate Strength Actual 366 lbs
Sample 5 percent elongation 76.3 %
Sample 5 Time no data0 MM:SS
Ultimate Strength Average 2926 psi
Percent Elongation Average 72 %

Test 5 of 6

DIME Test ID: 2025-09-30-41-5
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: 10/08/2025
Date Tested: 10/03/2025
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1136 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 1 568 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1102 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 2 551 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1172 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 3 586 psi

Test 6 of 6

DIME Test ID: 2025-09-30-41-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/08/2025
Date Tested: 10/02/2025
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight no data
Initial weight 100.003 grams
Weight at 5 minutes 99.978 grams
Weight at 10 minutes 99.952 grams
Weight at 15 minutes 99.933 grams
Weight at 20 minutes 99.916 grams
Weight at 25 minutes 99.898 grams
Weight at 30 minutes 99.883 grams
Final weight 99.88 grams
Total weight loss 0.12 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 6.612 grams/m^2