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Sample Record for 2025-07-07-34

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Project Information

Project ID: 1000995 DEA: 081P0904 EFIS: 0823000090 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15,91-Var
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY, & JOINT SEAL.
Location Description: RIVERSIDE COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison ave, Sacramento, CA 95838
Resident Engineer: Xavier Avial Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-07-34
TL Number from the TL Form: 25-124
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: 07/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2025
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000167KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ5F00775
Batch number: AZ5F00775
Mix number: AZ5F00775
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-07-07-34-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/24/2025
Date Tested: 07/07/2025
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 95

Test 2 of 6

DIME Test ID: 2025-07-07-34-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/24/2025
Date Tested: 07/07/2025
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 based on 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: 2025-07-07-34-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/24/2025
Date Tested: 07/14/2025
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 based on 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 2680.6 psi
Sample 1 Thickness 0.258 in
Sample 1 Area 0.1246 in^2
Sample 1 Ultimate Strength Actual 334 lbs
Sample 1 percent elongation 71 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.483 in
Sample 2 Thickness 0.256 in
Sample 2 Area 0.1236 in^2
Sample 2 Ultimate strength 2678 psi
Sample 2 Ultimate Strength Actual 331 lbs
Sample 2 percent elongation 71 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.483 in
Sample 3 Thickness 0.258 in
Sample 3 Area 0.1246 in^2
Sample 3 Ultimate strength 2849.1 psi
Sample 3 Ultimate Strength Actual 355 lbs
Sample 3 percent elongation 77 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.483 in
Sample 4 Thickness 0.247 in
Sample 4 Area 0.1193 in^2
Sample 4 Ultimate strength 2648.8 psi
Sample 4 Ultimate Strength Actual 316 lbs
Sample 4 percent elongation 69 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.483 in
Sample 5 Thickness 0.25 in
Sample 5 Area 0.1208 in^2
Sample 5 Ultimate strength 2856 psi
Sample 5 Ultimate Strength Actual 345 lbs
Sample 5 percent elongation 76 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.483 in
Sample 6 Thickness 0.254 in
Sample 6 Area 0.1227 in^2
Sample 6 Ultimate strength 2828 psi
Sample 6 Ultimate Strength Actual 347 lbs
Sample 6 percent elongation 76 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2757 psi
Percent Elongation Average 73 %

Test 4 of 6

DIME Test ID: 2025-07-07-34-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/24/2025
Date Tested: 07/07/2025
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.7

Test 5 of 6

DIME Test ID: 2025-07-07-34-5
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: 07/24/2025
Date Tested: 07/10/2025
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1296 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 1 648 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1326 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 2 663 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 958 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 3 479 psi

Test 6 of 6

DIME Test ID: 2025-07-07-34-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/24/2025
Date Tested: 07/09/2025
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 based on 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 100.037 grams
Weight at 5 minutes 99.906 grams
Weight at 10 minutes 99.792 grams
Weight at 15 minutes 99.694 grams
Weight at 20 minutes 99.571 grams
Weight at 25 minutes 99.492 grams
Weight at 30 minutes 99.433 grams
Final weight 99.43 grams
Total weight loss 0.61 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 32.63 grams/m^2