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Sample Record for 2025-10-09-42

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Project Information

Project ID: 1000402 DEA: 11430384 EFIS: 1118000114 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-23.7/28.5
Work Description: REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: 10529 VINE STREET, LAKESIDE, CA 92040
Resident Engineer: Karl Hartline Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-09-42
TL Number from the TL Form: 191KBP
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: 10/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2025
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: 25-155
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ5J01229S
Batch number: AZ5J01229S
Mix number: AZ5J01229S
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-10-09-42-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/22/2025
Date Tested: 10/14/2025
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 99

Test 2 of 6

DIME Test ID: 2025-10-09-42-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/22/2025
Date Tested: 10/14/2025
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.9

Test 3 of 6

DIME Test ID: 2025-10-09-42-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/22/2025
Date Tested: 10/14/2025
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.29

Test 4 of 6

DIME Test ID: 2025-10-09-42-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/22/2025
Date Tested: 10/15/2025
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 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.484 in
Sample 1 Ultimate strength 2781.4 psi
Sample 1 Thickness 0.257 in
Sample 1 Area 0.1244 in^2
Sample 1 Ultimate Strength Actual 346 lbs
Sample 1 percent elongation 62.7 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.484 in
Sample 2 Thickness 0.262 in
Sample 2 Area 0.1268 in^2
Sample 2 Ultimate strength 3067.8 psi
Sample 2 Ultimate Strength Actual 389 lbs
Sample 2 percent elongation 72.5 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.484 in
Sample 3 Thickness 0.26 in
Sample 3 Area 0.1258 in^2
Sample 3 Ultimate strength 3171.7 psi
Sample 3 Ultimate Strength Actual 399 lbs
Sample 3 percent elongation 75 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.26 in
Sample 4 Area 0.1258 in^2
Sample 4 Ultimate strength 3012.7 psi
Sample 4 Ultimate Strength Actual 379 lbs
Sample 4 percent elongation 69.6 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.483 in
Sample 5 Thickness 0.254 in
Sample 5 Area 0.1227 in^2
Sample 5 Ultimate strength 3349.6 psi
Sample 5 Ultimate Strength Actual 411 lbs
Sample 5 percent elongation 77.9 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.484 in
Sample 6 Thickness 0.266 in
Sample 6 Area 0.1287 in^2
Sample 6 Ultimate strength 3185.7 psi
Sample 6 Ultimate Strength Actual 410 lbs
Sample 6 percent elongation 75.1 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3095 psi
Percent Elongation Average 72 %

Test 5 of 6

DIME Test ID: 2025-10-09-42-5
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: 10/22/2025
Date Tested: 10/14/2025
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 result.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1070 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 1 535 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1398 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 2 699 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1110 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 3 555 psi

Test 6 of 6

DIME Test ID: 2025-10-09-42-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/22/2025
Date Tested: 10/13/2025
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 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 100.03 grams
Weight at 5 minutes 100 grams
Weight at 10 minutes 99.978 grams
Weight at 15 minutes 99.956 grams
Weight at 20 minutes 99.932 grams
Weight at 25 minutes 99.905 grams
Weight at 30 minutes 99.88 grams
Final weight 99.88 grams
Total weight loss 0.15 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 8.064 grams/m^2