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Sample Record for 2020-10-09-12

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Project Information

Project ID: 214903 DEA: 074W5404 EFIS: 0719000003 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14,138-VAR
Work Description: POLYESTER CONCRETE OVERLAY, APPLY METHCRYLATE & REPLACE JOINT SEALS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W 23rd St, Tempe, AZ 85282
Resident Engineer: Mohammad Khan Structure Rep.: Chanh Tong

Sample Information

DIME Sample ID: 2020-10-09-12
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: 10/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2020
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): 1283100
Batch number: 1283100
Mix number: 1283100

Test Results

Test 1 of 6

DIME Test ID: 2020-10-09-12-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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: 2020-10-09-12-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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 100

Test 3 of 6

DIME Test ID: 2020-10-09-12-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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 46.1

Test 4 of 6

DIME Test ID: 2020-10-09-12-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
Number of specimens tested 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.482 in
Sample 1 Ultimate strength 3060.5 psi
Sample 1 Thickness 0.254 in
Sample 1 Area 0.1224 in^2
Sample 1 Ultimate Strength Actual 374.6 lbs
Sample 1 percent elongation 58.4 %
Sample 1 Time 4 MM:SS
Sample 2 Width 0.482 in
Sample 2 Thickness 0.26 in
Sample 2 Area 0.1253 in^2
Sample 2 Ultimate strength 3165.2 psi
Sample 2 Ultimate Strength Actual 396.6 lbs
Sample 2 percent elongation 47.6 %
Sample 2 Time 3 MM:SS
Sample 3 Width 0.482 in
Sample 3 Thickness 0.252 in
Sample 3 Area 0.1215 in^2
Sample 3 Ultimate strength 3202.5 psi
Sample 3 Ultimate Strength Actual 389.1 lbs
Sample 3 percent elongation 61 %
Sample 3 Time 4 MM:SS
Sample 4 Width 0.482 in
Sample 4 Thickness 0.255 in
Sample 4 Area 0.1229 in^2
Sample 4 Ultimate strength 3210.7 psi
Sample 4 Ultimate Strength Actual 394.6 lbs
Sample 4 percent elongation 52.3 %
Sample 4 Time 3 MM:SS
Sample 5 Width 0.481 in
Sample 5 Thickness 0.246 in
Sample 5 Area 0.1183 in^2
Sample 5 Ultimate strength 3129.3 psi
Sample 5 Ultimate Strength Actual 370.2 lbs
Sample 5 percent elongation 21 %
Sample 5 Time 1 MM:SS
Sample 6 Width 0.481 in
Sample 6 Thickness 0.245 in
Sample 6 Area 0.1178 in^2
Sample 6 Ultimate strength 3064.5 psi
Sample 6 Ultimate Strength Actual 361 lbs
Sample 6 percent elongation 42.3 %
Sample 6 Time 3 MM:SS
Ultimate Strength Average 3139 psi
Percent Elongation Average 47 %

Test 5 of 6

DIME Test ID: 2020-10-09-12-5
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: 10/21/2020
Date Tested: 10/21/2020
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:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1850 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 1 925 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1696 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 2 848 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1356 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 3 678 psi

Test 6 of 6

DIME Test ID: 2020-10-09-12-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.926 grams
Weight at 10 minutes 99.895 grams
Weight at 15 minutes 99.796 grams
Weight at 20 minutes 99.609 grams
Weight at 25 minutes 99.573 grams
Weight at 30 minutes 99.545 grams
Final weight 99.55 grams
Total weight loss 0.455 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 24.459 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.