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Sample Record for 2024-09-20-58

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Project Information

Project ID: 1000578 DEA: 112N1704 EFIS: 1122000283 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-15.72-28.3
Work Description: Bridge Preservation
Location Description: In San Diego at various locations from Landis Street Overcrossing to Sorrento Valley Boulevard Undercrossing
Contractor Name: Myers & Sons Construction
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Alex Balce Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-20-58
TL Number from the TL Form: Sacramento Caltrans lab
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: 09/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2024
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: 000131KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4I01398
Batch number: AZ4I01398
Mix number: AZ4I01398
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-09-20-58-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/14/2024
Date Tested: 10/10/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 136.5

Test 2 of 6

DIME Test ID: 2024-09-20-58-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/14/2024
Date Tested: 10/10/2024
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:
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: 2024-09-20-58-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/14/2024
Date Tested: 09/26/2024
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 Vendor'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 0.485 in
Sample 1 Ultimate strength 3493 psi
Sample 1 Thickness 0.25 in
Sample 1 Area 0.1213 in^2
Sample 1 Ultimate Strength Actual 423.701 lbs
Sample 1 percent elongation 70.8 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.251 in
Sample 2 Area 0.122 in^2
Sample 2 Ultimate strength 3319 psi
Sample 2 Ultimate Strength Actual 404.918 lbs
Sample 2 percent elongation 65.9 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.256 in
Sample 3 Area 0.1244 in^2
Sample 3 Ultimate strength 3229 psi
Sample 3 Ultimate Strength Actual 401.688 lbs
Sample 3 percent elongation 64.6 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.256 in
Sample 4 Area 0.1242 in^2
Sample 4 Ultimate strength 3343 psi
Sample 4 Ultimate Strength Actual 415.201 lbs
Sample 4 percent elongation 68.5 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.485 in
Sample 5 Thickness 0.256 in
Sample 5 Area 0.1242 in^2
Sample 5 Ultimate strength 3139 psi
Sample 5 Ultimate Strength Actual 389.864 lbs
Sample 5 percent elongation 57.5 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.262 in
Sample 6 Area 0.1271 in^2
Sample 6 Ultimate strength 3136 psi
Sample 6 Ultimate Strength Actual 398.586 lbs
Sample 6 percent elongation 63.6 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3277 psi
Percent Elongation Average 65 %

Test 4 of 6

DIME Test ID: 2024-09-20-58-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/14/2024
Date Tested: 10/10/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45.2

Test 5 of 6

DIME Test ID: 2024-09-20-58-5
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: 10/14/2024
Date Tested: 09/27/2024
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 Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1249.9 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 1 624.951 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1350.68 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 2 675.338 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1513.67 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 3 756.836 psi

Test 6 of 6

DIME Test ID: 2024-09-20-58-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/14/2024
Date Tested: 09/25/2024
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 Vendor'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 100.037 grams
Weight at 5 minutes 99.979 grams
Weight at 10 minutes 99.915 grams
Weight at 15 minutes 99.854 grams
Weight at 20 minutes 99.789 grams
Weight at 25 minutes 99.727 grams
Weight at 30 minutes 99.665 grams
Final weight 99.67 grams
Total weight loss 0.37 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 19.729 grams/m^2