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Sample Record for 2024-07-15-58

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Project Information

Project ID: 995535 DEA: 120T8704 EFIS: 1222000110 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5,57-30.3/39.6,10.7/21.8
Work Description: APPLY METHACRYLATE, POLYESTER CONCRETE, AND REPLACE JOINT SEALS.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS ON ROUTE 5 FROM ROUTE 5/55 SEPARATION TO EUCLID STREET OVERCROSSING AND ON ROUTE 57 FROM ROUTE 5/57 SEPARATION TO TONNER CANYON ROAD UNDERCROSSING
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W. 23rd Street, Temple, AZ 85282
Resident Engineer: Karim Ahmed Structure Rep.: Bijan Ronagh-Langroodi

Sample Information

DIME Sample ID: 2024-07-15-58
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: 07/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2024
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: 000091KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4G01014
Batch number: AZ4G01014
Mix number: AZ4G01014
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-07-15-58-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/01/2024
Date Tested: 07/29/2024
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 94

Test 2 of 6

DIME Test ID: 2024-07-15-58-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/01/2024
Date Tested: 07/29/2024
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: 2024-07-15-58-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/01/2024
Date Tested: 07/18/2024
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 2967 psi
Sample 1 Thickness 0.258 in
Sample 1 Area 0.1251 in^2
Sample 1 Ultimate Strength Actual 371.172 lbs
Sample 1 percent elongation 63.8 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.518 in
Sample 2 Thickness 0.266 in
Sample 2 Area 0.1378 in^2
Sample 2 Ultimate strength 3099 psi
Sample 2 Ultimate Strength Actual 427.042 lbs
Sample 2 percent elongation 75.2 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.484 in
Sample 3 Thickness 0.263 in
Sample 3 Area 0.1273 in^2
Sample 3 Ultimate strength 3121 psi
Sample 3 Ultimate Strength Actual 397.303 lbs
Sample 3 percent elongation 70.9 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.263 in
Sample 4 Area 0.1273 in^2
Sample 4 Ultimate strength 2861 psi
Sample 4 Ultimate Strength Actual 364.205 lbs
Sample 4 percent elongation 61.7 %
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 2805 psi
Sample 5 Ultimate Strength Actual 356.516 lbs
Sample 5 percent elongation 59.4 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.265 in
Sample 6 Area 0.1288 in^2
Sample 6 Ultimate strength 2900 psi
Sample 6 Ultimate Strength Actual 373.52 lbs
Sample 6 percent elongation 64.9 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2959 psi
Percent Elongation Average 66 %

Test 4 of 6

DIME Test ID: 2024-07-15-58-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/01/2024
Date Tested: 07/29/2024
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 45.9

Test 5 of 6

DIME Test ID: 2024-07-15-58-5
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: 08/01/2024
Date Tested: 07/23/2024
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 1 826.534 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 1 413.267 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1106.43 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 2 553.217 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1116.03 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 3 558.017 psi

Test 6 of 6

DIME Test ID: 2024-07-15-58-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/01/2024
Date Tested: 07/22/2024
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 77 f
Tare weight no data
Initial weight 100.056 grams
Weight at 5 minutes 99.984 grams
Weight at 10 minutes 99.916 grams
Weight at 15 minutes 99.84 grams
Weight at 20 minutes 99.768 grams
Weight at 25 minutes 99.694 grams
Weight at 30 minutes 99.621 grams
Final weight 99.62 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 23.438 grams/m^2