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Sample Record for 2022-10-19-27

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Project Information

Project ID: 993778 DEA: 042W5404 EFIS: 0421000234 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-4.0/4.6
Work Description: PLACE POLYESTER CONCRETE OVERLAY.
Location Description: MARIN COUNTY NEAR SAUSALITO FROM 0.7 MILE NORTH OF WALDO UNDERCROSSING TO 0.2 MILE SOUTH OF FRONTAGE ROAD
Contractor Name: GOLDEN STATE BRIDGE INC
Contractor Address: 3701 Mallard Dr., Benicia, CA 94510
Resident Engineer: Dawit Habteselassie Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-10-19-27
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: 10/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2022
The quantity of what the sample constitutes: 8 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943751
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1435729
Batch number: 1435729
Mix number: 1435729
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-10-19-27-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/29/2023
Date Tested: 11/03/2022
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 108

Test 2 of 6

DIME Test ID: 2022-10-19-27-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/29/2023
Date Tested: 11/03/2022
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: 2022-10-19-27-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/29/2023
Date Tested: 03/29/2023
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 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 3426.9 psi
Sample 1 Thickness 0.254 in
Sample 1 Area 0.1232 in^2
Sample 1 Ultimate Strength Actual 422.2 lbs
Sample 1 percent elongation 51.6 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.249 in
Sample 2 Area 0.1208 in^2
Sample 2 Ultimate strength 3549.7 psi
Sample 2 Ultimate Strength Actual 428.8 lbs
Sample 2 percent elongation 50.6 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.25 in
Sample 3 Area 0.1218 in^2
Sample 3 Ultimate strength 3491 psi
Sample 3 Ultimate Strength Actual 425.2 lbs
Sample 3 percent elongation 56 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.242 in
Sample 4 Area 0.1176 in^2
Sample 4 Ultimate strength 3500.9 psi
Sample 4 Ultimate Strength Actual 411.7 lbs
Sample 4 percent elongation 58.9 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.242 in
Sample 5 Area 0.1176 in^2
Sample 5 Ultimate strength 3542.5 psi
Sample 5 Ultimate Strength Actual 416.6 lbs
Sample 5 percent elongation 63.5 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.243 in
Sample 6 Area 0.1181 in^2
Sample 6 Ultimate strength 3525 psi
Sample 6 Ultimate Strength Actual 416.3 lbs
Sample 6 percent elongation 63.9 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3506 psi
Percent Elongation Average 57 %

Test 4 of 6

DIME Test ID: 2022-10-19-27-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/29/2023
Date Tested: 11/03/2022
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 47

Test 5 of 6

DIME Test ID: 2022-10-19-27-5
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: 03/29/2023
Date Tested: 10/21/2022
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 1453.8 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 1 726.9 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1371.8 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 2 685.9 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1970.6 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 3 985.3 psi

Test 6 of 6

DIME Test ID: 2022-10-19-27-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/29/2023
Date Tested: 10/20/2022
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 100.007 grams
Weight at 5 minutes 99.936 grams
Weight at 10 minutes 99.867 grams
Weight at 15 minutes 99.8 grams
Weight at 20 minutes 99.726 grams
Weight at 25 minutes 99.655 grams
Weight at 30 minutes 99.58 grams
Final weight 99.58 grams
Total weight loss 0.43 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 22.954 grams/m^2