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Sample Record for 2021-10-19-4

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Project Information

Project ID: 215621 DEA: 010J8704 EFIS: 0119000117 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101,271-VAR
Work Description: PLACE HMA, POLYESTER CONCRETE OVERLAY AND COLD PLANE.
Location Description: MENDOCINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Mike Anderson Structure Rep.: Kari Forbes

Sample Information

DIME Sample ID: 2021-10-19-4
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: 10/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2021
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): 1366420
Batch number: 1366420
Mix number: 1366420

Test Results

Test 1 of 6

DIME Test ID: 2021-10-19-4-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/29/2021
Date Tested: 10/29/2021
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 Based On Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 120

Test 2 of 6

DIME Test ID: 2021-10-19-4-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/29/2021
Date Tested: 10/29/2021
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 Based On Supplier Results
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: 2021-10-19-4-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/29/2021
Date Tested: 10/29/2021
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 Based On Supplier 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 0.486 in
Sample 1 Ultimate strength 3319.6 psi
Sample 1 Thickness 0.256 in
Sample 1 Area 0.1244 in^2
Sample 1 Ultimate Strength Actual 412.96 lbs
Sample 1 percent elongation 66.11 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.258 in
Sample 2 Area 0.1259 in^2
Sample 2 Ultimate strength 3242.7 psi
Sample 2 Ultimate Strength Actual 408.26 lbs
Sample 2 percent elongation 64.29 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.247 in
Sample 3 Area 0.12 in^2
Sample 3 Ultimate strength 3395 psi
Sample 3 Ultimate Strength Actual 407.4 lbs
Sample 3 percent elongation 66.24 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.25 in
Sample 4 Area 0.1218 in^2
Sample 4 Ultimate strength 3172.9 psi
Sample 4 Ultimate Strength Actual 386.46 lbs
Sample 4 percent elongation 60.13 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.253 in
Sample 5 Area 0.1232 in^2
Sample 5 Ultimate strength 3521.1 psi
Sample 5 Ultimate Strength Actual 433.8 lbs
Sample 5 percent elongation 69.45 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3330 psi
Percent Elongation Average 65 %

Test 4 of 6

DIME Test ID: 2021-10-19-4-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/29/2021
Date Tested: 10/29/2021
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 Based On Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46

Test 5 of 6

DIME Test ID: 2021-10-19-4-5
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: 10/29/2021
Date Tested: 10/29/2021
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 Based On Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1643.74 lb
Span length for Sample 1 9 in
Break location for Sample 1 PCC
Specimen defects/notes for Sample 1 no data
Surface type for Sample 1 SSD
Modulus of rupture (R) for Sample 1 821.87 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1469.41 lb
Span length for Sample 2 9 in
Break location for Sample 2 PCC
Specimen defects/notes for Sample 2 no data
Surface type for Sample 2 SSD
Modulus of rupture (R) for Sample 2 734.705 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1334.03 lb
Span length for Sample 3 9 in
Break location for Sample 3 PCC
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 667.015 psi

Test 6 of 6

DIME Test ID: 2021-10-19-4-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/29/2021
Date Tested: 10/29/2021
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 Based On Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 75 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.948 grams
Weight at 10 minutes 99.883 grams
Weight at 15 minutes 99.826 grams
Weight at 20 minutes 99.773 grams
Weight at 25 minutes 99.719 grams
Weight at 30 minutes 99.665 grams
Final weight 99.67 grams
Total weight loss 0.33 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 17.74 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.