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Sample Record for 2025-08-20-51

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Project Information

Project ID: 1000575 DEA: 11430904 EFIS: 1119000199 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5,805-Var
Work Description: RESURFACE BRIDGE, REPLACE BRIDGE BARRIER, MGS, AND MODIFY ELECT.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: J. FRANCIS COMPANY
Contractor Address: 766 Palmyrita Ave. Suite B, Riverside, CA 92507
Resident Engineer: Navid Borzouei Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-20-51
TL Number from the TL Form: 25-133
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: 08/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2025
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: 000175KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ5H01003S
Batch number: AZ5H01003S
Mix number: AZ5H01003S
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-08-20-51-1
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: 08/20/2025
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: 2025-08-20-51-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/27/2025
Date Tested: 08/20/2025
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) 8.75

Test 3 of 6

DIME Test ID: 2025-08-20-51-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/27/2025
Date Tested: 08/20/2025
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 46.4

Test 4 of 6

DIME Test ID: 2025-08-20-51-4
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 2983.7 psi
Sample 1 Thickness 0.267 in
Sample 1 Area 0.1287 in^2
Sample 1 Ultimate Strength Actual 384 lbs
Sample 1 percent elongation 67.4 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.484 in
Sample 2 Thickness 0.265 in
Sample 2 Area 0.1283 in^2
Sample 2 Ultimate strength 3024.2 psi
Sample 2 Ultimate Strength Actual 388 lbs
Sample 2 percent elongation 69 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.482 in
Sample 3 Thickness 0.272 in
Sample 3 Area 0.1311 in^2
Sample 3 Ultimate strength 3035.9 psi
Sample 3 Ultimate Strength Actual 398 lbs
Sample 3 percent elongation 69.7 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.483 in
Sample 4 Thickness 0.264 in
Sample 4 Area 0.1275 in^2
Sample 4 Ultimate strength 3051 psi
Sample 4 Ultimate Strength Actual 389 lbs
Sample 4 percent elongation 70.1 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.482 in
Sample 5 Thickness 0.267 in
Sample 5 Area 0.1287 in^2
Sample 5 Ultimate strength 2828.3 psi
Sample 5 Ultimate Strength Actual 364 lbs
Sample 5 percent elongation 61.8 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.484 in
Sample 6 Thickness 0.267 in
Sample 6 Area 0.1292 in^2
Sample 6 Ultimate strength 2794.1 psi
Sample 6 Ultimate Strength Actual 361 lbs
Sample 6 percent elongation 61.3 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2953 psi
Percent Elongation Average 67 %

Test 5 of 6

DIME Test ID: 2025-08-20-51-5
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 1 782 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 1 391 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1292 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 2 646 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1094 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 3 547 psi

Test 6 of 6

DIME Test ID: 2025-08-20-51-6
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 100.025 grams
Weight at 5 minutes 99.991 grams
Weight at 10 minutes 99.96 grams
Weight at 15 minutes 99.933 grams
Weight at 20 minutes 99.918 grams
Weight at 25 minutes 99.894 grams
Weight at 30 minutes 99.872 grams
Final weight 99.87 grams
Total weight loss 0.16 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 8.332 grams/m^2