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Sample Record for 2023-05-18-72

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Project Information

Project ID: 994759 DEA: 120T1004 EFIS: 1222000002 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-90,91-0.0-18.0
Work Description: Treat bridge, overlay with polyester concrete and replace joint seal.
Location Description: ROUTE 90 AT ESPERANZA ROAD OVERHEAD AND ON ROUTE 91 FROM CARMENITA ROAD PEDESTRIAN OVERCROSSING TO COAL CANYON ROAD UNDERCROSSING
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA
Contractor Address: Unknown
Resident Engineer: Nabil Ruda Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-18-72
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: 05/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2023
The quantity of what the sample constitutes: 10 Tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943775
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1472177
Batch number: 1472177
Mix number: 1472177
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-05-18-72-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/14/2023
Date Tested: 06/08/2023
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: 2023-05-18-72-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/14/2023
Date Tested: 06/08/2023
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: 2023-05-18-72-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/14/2023
Date Tested: 05/16/2023
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 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 0.486 in
Sample 1 Ultimate strength 2928 psi
Sample 1 Thickness 0.26 in
Sample 1 Area 0.1264 in^2
Sample 1 Ultimate Strength Actual 370.1 lbs
Sample 1 percent elongation 54.9 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.26 in
Sample 2 Area 0.1266 in^2
Sample 2 Ultimate strength 2982.6 psi
Sample 2 Ultimate Strength Actual 377.6 lbs
Sample 2 percent elongation 55.8 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.257 in
Sample 3 Area 0.1252 in^2
Sample 3 Ultimate strength 2984.8 psi
Sample 3 Ultimate Strength Actual 373.7 lbs
Sample 3 percent elongation 52.7 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.491 in
Sample 4 Thickness 0.26 in
Sample 4 Area 0.1277 in^2
Sample 4 Ultimate strength 2950.7 psi
Sample 4 Ultimate Strength Actual 376.8 lbs
Sample 4 percent elongation 55 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.258 in
Sample 5 Area 0.1256 in^2
Sample 5 Ultimate strength 3075.6 psi
Sample 5 Ultimate Strength Actual 386.3 lbs
Sample 5 percent elongation 59.9 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.254 in
Sample 6 Area 0.1234 in^2
Sample 6 Ultimate strength 3034.8 psi
Sample 6 Ultimate Strength Actual 374.5 lbs
Sample 6 percent elongation 52.7 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2993 psi
Percent Elongation Average 55 %

Test 4 of 6

DIME Test ID: 2023-05-18-72-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/14/2023
Date Tested: 06/08/2023
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 45.41

Test 5 of 6

DIME Test ID: 2023-05-18-72-5
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: 07/14/2023
Date Tested: 05/31/2023
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 results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1588 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 1 794 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1486 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 2 743 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1548 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 3 774 psi

Test 6 of 6

DIME Test ID: 2023-05-18-72-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/14/2023
Date Tested: 05/30/2023
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 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 100.092 grams
Weight at 5 minutes 100.018 grams
Weight at 10 minutes 99.944 grams
Weight at 15 minutes 99.85 grams
Weight at 20 minutes 99.744 grams
Weight at 25 minutes 99.674 grams
Weight at 30 minutes 99.607 grams
Final weight 99.61 grams
Total weight loss 0.48 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 25.911 grams/m^2