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Sample Record for 2024-08-14-70

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Project Information

Project ID: 1000185 DEA: 101P7404 EFIS: 1022000160 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ,STA-120-Var
Work Description: POLYESTER CONCRETE OVERLAY, STRUCTURAL CONCRETE, COLD PLANE AND HMA.
Location Description: SAN JOAQUIN AND STANISLAUS COUNTIES AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Mohamed Taleb Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-14-70
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: 08/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2024
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: 000111KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4H01221
Batch number: AZ4H01221
Mix number: AZ4H01221
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-08-14-70-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/10/2024
Date Tested: 08/27/2024
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 101.5

Test 2 of 6

DIME Test ID: 2024-08-14-70-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/10/2024
Date Tested: 08/27/2024
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: 2024-08-14-70-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/10/2024
Date Tested: 08/21/2024
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 0.487 in
Sample 1 Ultimate strength 2719 psi
Sample 1 Thickness 0.262 in
Sample 1 Area 0.1276 in^2
Sample 1 Ultimate Strength Actual 346.94 lbs
Sample 1 percent elongation 53.4 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.259 in
Sample 2 Area 0.1256 in^2
Sample 2 Ultimate strength 2799 psi
Sample 2 Ultimate Strength Actual 351.554 lbs
Sample 2 percent elongation 60.3 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.269 in
Sample 3 Area 0.1305 in^2
Sample 3 Ultimate strength 3218 psi
Sample 3 Ultimate Strength Actual 419.949 lbs
Sample 3 percent elongation 76.4 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.261 in
Sample 4 Area 0.1266 in^2
Sample 4 Ultimate strength 3163 psi
Sample 4 Ultimate Strength Actual 400.436 lbs
Sample 4 percent elongation 74.1 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.485 in
Sample 5 Thickness 0.262 in
Sample 5 Area 0.1271 in^2
Sample 5 Ultimate strength 3106 psi
Sample 5 Ultimate Strength Actual 394.773 lbs
Sample 5 percent elongation 72.8 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.269 in
Sample 6 Area 0.1305 in^2
Sample 6 Ultimate strength 2858 psi
Sample 6 Ultimate Strength Actual 372.969 lbs
Sample 6 percent elongation 64.9 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2977 psi
Percent Elongation Average 67 %

Test 4 of 6

DIME Test ID: 2024-08-14-70-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/10/2024
Date Tested: 08/27/2024
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 44

Test 5 of 6

DIME Test ID: 2024-08-14-70-5
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: 09/10/2024
Date Tested: 08/23/2024
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 1523.6 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 1 761.802 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1374.4 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 2 687.199 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1540.25 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 3 770.125 psi

Test 6 of 6

DIME Test ID: 2024-08-14-70-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/10/2024
Date Tested: 08/22/2024
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 78 f
Tare weight no data
Initial weight 100.037 grams
Weight at 5 minutes 99.968 grams
Weight at 10 minutes 99.896 grams
Weight at 15 minutes 99.823 grams
Weight at 20 minutes 99.749 grams
Weight at 25 minutes 99.679 grams
Weight at 30 minutes 99.601 grams
Final weight 99.6 grams
Total weight loss 0.44 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 23.492 grams/m^2