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Sample Record for 2024-09-13-49

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Project Information

Project ID: 1000283 DEA: 040Y7904 EFIS: 0422000340 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12,37,80,113,505,780-Var
Work Description: PLACE POLYESTER CONCRETE OVERLAY, & REPLACE JOINT SEAL.
Location Description: SOLANO COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Avenue, Sacramento, CA 95838
Resident Engineer: Asadullah Sarwary Structure Rep.: Aaron Bennett

Sample Information

DIME Sample ID: 2024-09-13-49
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: 09/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2024
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: 000125KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4I01396
Batch number: AZ4I01396
Mix number: AZ4I01396
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-09-13-49-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/30/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 109

Test 2 of 6

DIME Test ID: 2024-09-13-49-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/30/2024
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:
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: 2024-09-13-49-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/30/2024
Date Tested: 09/30/2024
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 2985 psi
Sample 1 Thickness 0.264 in
Sample 1 Area 0.128 in^2
Sample 1 Ultimate Strength Actual 382.08 lbs
Sample 1 percent elongation 73.4 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.489 in
Sample 2 Thickness 0.256 in
Sample 2 Area 0.1252 in^2
Sample 2 Ultimate strength 2994 psi
Sample 2 Ultimate Strength Actual 374.849 lbs
Sample 2 percent elongation 73.4 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.484 in
Sample 3 Thickness 0.271 in
Sample 3 Area 0.1312 in^2
Sample 3 Ultimate strength 3183 psi
Sample 3 Ultimate Strength Actual 417.61 lbs
Sample 3 percent elongation 78.8 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.261 in
Sample 4 Area 0.1263 in^2
Sample 4 Ultimate strength 2879 psi
Sample 4 Ultimate Strength Actual 363.618 lbs
Sample 4 percent elongation 69.3 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.484 in
Sample 5 Thickness 0.265 in
Sample 5 Area 0.1283 in^2
Sample 5 Ultimate strength 2864 psi
Sample 5 Ultimate Strength Actual 367.451 lbs
Sample 5 percent elongation 69.3 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.489 in
Sample 6 Thickness 0.261 in
Sample 6 Area 0.1276 in^2
Sample 6 Ultimate strength 2807 psi
Sample 6 Ultimate Strength Actual 358.173 lbs
Sample 6 percent elongation 67.2 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2952 psi
Percent Elongation Average 72 %

Test 4 of 6

DIME Test ID: 2024-09-13-49-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/30/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45

Test 5 of 6

DIME Test ID: 2024-09-13-49-5
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: 09/30/2024
Date Tested: 09/23/2024
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 1619.18 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 1 809.591 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1396.01 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 2 698.003 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1420.78 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 3 710.392 psi

Test 6 of 6

DIME Test ID: 2024-09-13-49-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/30/2024
Date Tested: 09/20/2024
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 100.041 grams
Weight at 5 minutes 99.982 grams
Weight at 10 minutes 99.925 grams
Weight at 15 minutes 99.856 grams
Weight at 20 minutes 99.791 grams
Weight at 25 minutes 99.734 grams
Weight at 30 minutes 99.669 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 19.944 grams/m^2