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Sample Record for 2021-08-30-20

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Project Information

Project ID: 215397 DEA: 042Q0504 EFIS: 0418000413 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-87,101,680-Var
Work Description: PLACE POLYESTER CONCRETE OVERLAY AND TREAT BRIDGE DECKS.
Location Description: SANTA CLARA COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Minh Hinh Structure Rep.: Hellina Au

Sample Information

DIME Sample ID: 2021-08-30-20
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: 08/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2021
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): 1354835
Batch number: 1354835
Mix number: 1354835

Test Results

Test 1 of 6

DIME Test ID: 2021-08-30-20-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/23/2021
Date Tested: 08/30/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted vendor 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: 2021-08-30-20-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/23/2021
Date Tested: 08/30/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted vendor results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 110

Test 3 of 6

DIME Test ID: 2021-08-30-20-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/23/2021
Date Tested: 08/30/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted vendor results.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.06

Test 4 of 6

DIME Test ID: 2021-08-30-20-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/23/2021
Date Tested: 08/24/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted vendor 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 0.488 in
Sample 1 Ultimate strength 3325.6 psi
Sample 1 Thickness 0.255 in
Sample 1 Area 0.1244 in^2
Sample 1 Ultimate Strength Actual 413.7 lbs
Sample 1 percent elongation 67.31 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.257 in
Sample 2 Area 0.1252 in^2
Sample 2 Ultimate strength 3361.8 psi
Sample 2 Ultimate Strength Actual 420.9 lbs
Sample 2 percent elongation 68.64 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.253 in
Sample 3 Area 0.1232 in^2
Sample 3 Ultimate strength 3335.2 psi
Sample 3 Ultimate Strength Actual 410.9 lbs
Sample 3 percent elongation 67.17 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.253 in
Sample 4 Area 0.1232 in^2
Sample 4 Ultimate strength 2916.4 psi
Sample 4 Ultimate Strength Actual 359.3 lbs
Sample 4 percent elongation 54.83 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.259 in
Sample 5 Area 0.1261 in^2
Sample 5 Ultimate strength 3274.4 psi
Sample 5 Ultimate Strength Actual 412.9 lbs
Sample 5 percent elongation 65.84 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3243 psi
Percent Elongation Average 65 %

Test 5 of 6

DIME Test ID: 2021-08-30-20-5
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: 09/23/2021
Date Tested: 09/02/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted vendor results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1271.4 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 1 635.7 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1354.6 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 2 677.3 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1827.2 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 3 913.6 psi

Test 6 of 6

DIME Test ID: 2021-08-30-20-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/23/2021
Date Tested: 08/31/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted vendor 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 99.915 grams
Weight at 10 minutes 99.726 grams
Weight at 15 minutes 99.649 grams
Weight at 20 minutes 99.573 grams
Weight at 25 minutes 99.448 grams
Weight at 30 minutes 99.27 grams
Final weight 99.27 grams
Total weight loss 0.73 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 39.243 grams/m^2

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.