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Sample Record for 2021-07-26-2

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Project Information

Project ID: 215679 DEA: 010J8604 EFIS: 0119000116 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101,199-VAR
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON THE BRIDGE DECKS.
Location Description: DEL NORTE COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP of CALIFORNIA INC
Contractor Address: 1310 W 23rd STREET, TEMPE, AZ 85282
Resident Engineer: Aaron Valley Structure Rep.: Joshua Lee

Sample Information

DIME Sample ID: 2021-07-26-2
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: 07/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2021
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt

Material Information

Mfg. Lot Number(s): 1349988
Batch number: 1349988
Mix number: 1349988
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2021-07-26-2-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/30/2021
Date Tested: 07/26/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 2 of 6

DIME Test ID: 2021-07-26-2-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/30/2021
Date Tested: 07/26/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 102

Test 3 of 6

DIME Test ID: 2021-07-26-2-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/30/2021
Date Tested: 07/26/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.56

Test 4 of 6

DIME Test ID: 2021-07-26-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/30/2021
Date Tested: 07/27/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 5
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.487 in
Sample 1 Ultimate strength 3479.5 psi
Sample 1 Thickness 0.25 in
Sample 1 Area 0.1218 in^2
Sample 1 Ultimate Strength Actual 423.8 lbs
Sample 1 percent elongation 70.32 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.255 in
Sample 2 Area 0.1242 in^2
Sample 2 Ultimate strength 3213.4 psi
Sample 2 Ultimate Strength Actual 399.1 lbs
Sample 2 percent elongation 64.52 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.256 in
Sample 3 Area 0.1242 in^2
Sample 3 Ultimate strength 3445.2 psi
Sample 3 Ultimate Strength Actual 427.9 lbs
Sample 3 percent elongation 69.41 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.255 in
Sample 4 Area 0.1239 in^2
Sample 4 Ultimate strength 3531.1 psi
Sample 4 Ultimate Strength Actual 437.5 lbs
Sample 4 percent elongation 71.24 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.549 in
Sample 5 Thickness 0.253 in
Sample 5 Area 0.1389 in^2
Sample 5 Ultimate strength 3019.4 psi
Sample 5 Ultimate Strength Actual 419.4 lbs
Sample 5 percent elongation 70.52 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3338 psi
Percent Elongation Average 69 %

Test 5 of 6

DIME Test ID: 2021-07-26-2-5
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: 07/30/2021
Date Tested: 07/27/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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 1682 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 1 841 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1808 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 2 904 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1814 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 3 907 psi

Test 6 of 6

DIME Test ID: 2021-07-26-2-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/30/2021
Date Tested: 07/26/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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 75 f
Tare weight no data
Initial weight 100 grams
Weight at 5 minutes 99.921 grams
Weight at 10 minutes 99.862 grams
Weight at 15 minutes 99.715 grams
Weight at 20 minutes 99.464 grams
Weight at 25 minutes 99.4 grams
Weight at 30 minutes 99.328 grams
Final weight 99.328 grams
Total weight loss 0.672 grams
Calculated radius of gallon can lid in cm 7.7 cm
Lid Factor 53.757 m^2
Volatile emission 36.125 grams/m^2