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Sample Record for 2021-05-11-1

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Project Information

Project ID: 215427 DEA: 101J5204 EFIS: 1019000086 QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-5,99-Var
Work Description: CONCRETE BRIDGE DECK OVERLAY AND HMA PAVING.
Location Description: STANISLAUS COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA INC
Contractor Address: 1310 W 23rd Street, TEMPE AZ 85282
Resident Engineer: Vincent Ladiao Structure Rep.: Samuel, George

Sample Information

DIME Sample ID: 2021-05-11-1
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: 05/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2021
The quantity of what the sample constitutes: 9 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): 1333620
Batch number: 1333620
Mix number: 1333620

Test Results

Test 1 of 6

DIME Test ID: 2021-05-11-1-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/28/2021
Date Tested: 05/24/2021
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:
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 2 of 6

DIME Test ID: 2021-05-11-1-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/28/2021
Date Tested: 05/24/2021
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:
Additional Comments When Verified:
Viscosity 103

Test 3 of 6

DIME Test ID: 2021-05-11-1-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/28/2021
Date Tested: 05/24/2021
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:
Additional Comments When Verified:
Mean of two volatile content determination 44.6

Test 4 of 6

DIME Test ID: 2021-05-11-1-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/28/2021
Date Tested: 05/13/2021
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
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 3625.6 psi
Sample 1 Thickness 0.244 in
Sample 1 Area 0.1186 in^2
Sample 1 Ultimate Strength Actual 430 lbs
Sample 1 percent elongation 52 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.237 in
Sample 2 Area 0.1154 in^2
Sample 2 Ultimate strength 3674.2 psi
Sample 2 Ultimate Strength Actual 424 lbs
Sample 2 percent elongation 67 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.24 in
Sample 3 Area 0.1169 in^2
Sample 3 Ultimate strength 3396.1 psi
Sample 3 Ultimate Strength Actual 397 lbs
Sample 3 percent elongation 63 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.243 in
Sample 4 Area 0.1183 in^2
Sample 4 Ultimate strength 3575.7 psi
Sample 4 Ultimate Strength Actual 423 lbs
Sample 4 percent elongation 66 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.249 in
Sample 5 Area 0.1213 in^2
Sample 5 Ultimate strength 3338.8 psi
Sample 5 Ultimate Strength Actual 405 lbs
Sample 5 percent elongation 60 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3522 psi
Percent Elongation Average 62 %

Test 5 of 6

DIME Test ID: 2021-05-11-1-5
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: 05/28/2021
Date Tested: 05/12/2021
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
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1795 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 1 897.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1404 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 2 702 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1497 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 3 748.5 psi

Test 6 of 6

DIME Test ID: 2021-05-11-1-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/28/2021
Date Tested: 05/11/2021
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
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight no data
Initial weight 100 grams
Weight at 5 minutes 99.842 grams
Weight at 10 minutes 99.675 grams
Weight at 15 minutes 99.635 grams
Weight at 20 minutes 99.535 grams
Weight at 25 minutes 99.349 grams
Weight at 30 minutes 99.277 grams
Final weight 99.28 grams
Total weight loss 0.72 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 38.705 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.