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Sample Record for 2021-11-23-8

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215533 DEA: 060Y7004 EFIS: 0619000206 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,KER,KIN-5,41,46,198-Var
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK.
Location Description: FRESNO, KERN, AND KINGS COUNTIES AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Anourack Khampraseuth Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-11-23-8
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: 11/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/23/2021
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): 1373751
Batch number: 1373751
Mix number: 1373751

Test Results

Test 1 of 7

DIME Test ID: 2021-11-23-8-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 12/10/2021
Date Tested: 12/07/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.97

Test 2 of 7

DIME Test ID: 2021-11-23-8-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/10/2021
Date Tested: 12/07/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 167

Test 3 of 7

DIME Test ID: 2021-11-23-8-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 12/10/2021
Date Tested: 12/07/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45.91

Test 4 of 7

DIME Test ID: 2021-11-23-8-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/10/2021
Date Tested: 12/01/2021
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'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 0.488 in
Sample 1 Ultimate strength 3618.5 psi
Sample 1 Thickness 0.261 in
Sample 1 Area 0.1274 in^2
Sample 1 Ultimate Strength Actual 461 lbs
Sample 1 percent elongation 68.41 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.489 in
Sample 2 Thickness 0.256 in
Sample 2 Area 0.1252 in^2
Sample 2 Ultimate strength 3793.9 psi
Sample 2 Ultimate Strength Actual 475 lbs
Sample 2 percent elongation 72.21 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.488 in
Sample 3 Thickness 0.249 in
Sample 3 Area 0.1215 in^2
Sample 3 Ultimate strength 3596.7 psi
Sample 3 Ultimate Strength Actual 437 lbs
Sample 3 percent elongation 68.08 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.488 in
Sample 4 Thickness 0.25 in
Sample 4 Area 0.122 in^2
Sample 4 Ultimate strength 3368.9 psi
Sample 4 Ultimate Strength Actual 411 lbs
Sample 4 percent elongation 57.56 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.255 in
Sample 5 Area 0.1242 in^2
Sample 5 Ultimate strength 3735.9 psi
Sample 5 Ultimate Strength Actual 464 lbs
Sample 5 percent elongation 70.89 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3623 psi
Percent Elongation Average 67 %

Test 5 of 7

DIME Test ID: 2021-11-23-8-5
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: 12/10/2021
Date Tested: 11/29/2021
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's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 764 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 1 382 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 496 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 2 248 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 564 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 3 282 psi

Test 6 of 7

DIME Test ID: 2021-11-23-8-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/10/2021
Date Tested: 11/27/2021
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's results.
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.942 grams
Weight at 10 minutes 99.885 grams
Weight at 15 minutes 99.828 grams
Weight at 20 minutes 99.77 grams
Weight at 25 minutes 99.71 grams
Weight at 30 minutes 99.651 grams
Final weight 99.651 grams
Total weight loss 0.349 grams
Calculated radius of gallon can lid in cm 7.7 cm
Lid Factor 53.757 m^2
Volatile emission 18.761 grams/m^2

Test 7 of 7

DIME Test ID: 2021-11-23-8-7
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: 12/10/2021
Date Tested: 11/29/2021
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's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1528 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 1 764 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 992 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 2 496 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1128 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 3 564 psi

Tests Assigned to this Sample

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