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Sample Record for 2021-11-03-22

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Project Information

Project ID: 215518 DEA: 074W7704 EFIS: 0719000274 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-R0.6/R29.4
Work Description: METHATCRYLATE DECK, REPLACE JOINT SEAL, POLYESTER CONCRETE OVERLAY.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ROUTE 60/5 SEPARATION TO GAREY AVENUE UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-11-03-22
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: 11/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2021
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): 1368360
Batch number: 1368360
Mix number: 1368360

Test Results

Test 1 of 6

DIME Test ID: 2021-11-03-22-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 11/19/2021
Date Tested: 11/17/2021
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) 9

Test 2 of 6

DIME Test ID: 2021-11-03-22-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 11/19/2021
Date Tested: 11/17/2021
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 95

Test 3 of 6

DIME Test ID: 2021-11-03-22-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 11/19/2021
Date Tested: 11/17/2021
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 46.2

Test 4 of 6

DIME Test ID: 2021-11-03-22-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 11/19/2021
Date Tested: 11/09/2021
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 supplier'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 0.489 in
Sample 1 Ultimate strength 3698.1 psi
Sample 1 Thickness 0.254 in
Sample 1 Area 0.1242 in^2
Sample 1 Ultimate Strength Actual 459.3 lbs
Sample 1 percent elongation 56.43 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.491 in
Sample 2 Thickness 0.255 in
Sample 2 Area 0.1252 in^2
Sample 2 Ultimate strength 3600 psi
Sample 2 Ultimate Strength Actual 450.72 lbs
Sample 2 percent elongation 59.54 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.489 in
Sample 3 Thickness 0.258 in
Sample 3 Area 0.1262 in^2
Sample 3 Ultimate strength 3576 psi
Sample 3 Ultimate Strength Actual 451.29 lbs
Sample 3 percent elongation 59.99 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.488 in
Sample 4 Thickness 0.258 in
Sample 4 Area 0.1259 in^2
Sample 4 Ultimate strength 3642.8 psi
Sample 4 Ultimate Strength Actual 458.63 lbs
Sample 4 percent elongation 58.82 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.489 in
Sample 5 Thickness 0.258 in
Sample 5 Area 0.1262 in^2
Sample 5 Ultimate strength 3730.4 psi
Sample 5 Ultimate Strength Actual 470.78 lbs
Sample 5 percent elongation 63.91 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3649 psi
Percent Elongation Average 60 %

Test 5 of 6

DIME Test ID: 2021-11-03-22-5
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: 11/19/2021
Date Tested: 11/05/2021
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1744 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 1 872 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1408 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 2 704 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1674 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 3 837 psi

Test 6 of 6

DIME Test ID: 2021-11-03-22-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 11/19/2021
Date Tested: 11/05/2021
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 supplier's 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 99.947 grams
Weight at 10 minutes 99.89 grams
Weight at 15 minutes 99.835 grams
Weight at 20 minutes 99.78 grams
Weight at 25 minutes 99.725 grams
Weight at 30 minutes 99.668 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.