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Sample Record for 2022-01-10-8

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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: VELARDE CONCRETE CONSTRUCTION INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-01-10-8
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: 01/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/10/2022
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): 1379806
Batch number: 1379806
Mix number: 1379806
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-01-10-8-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 01/25/2022
Date Tested: 01/20/2022
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 103

Test 2 of 6

DIME Test ID: 2022-01-10-8-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 01/25/2022
Date Tested: 01/20/2022
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
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: 2022-01-10-8-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 01/25/2022
Date Tested: 01/13/2022
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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 0.487 in
Sample 1 Ultimate strength 3424.7 psi
Sample 1 Thickness 0.251 in
Sample 1 Area 0.1222 in^2
Sample 1 Ultimate Strength Actual 418.5 lbs
Sample 1 percent elongation 36.97 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.493 in
Sample 2 Thickness 0.26 in
Sample 2 Area 0.1282 in^2
Sample 2 Ultimate strength 3475.8 psi
Sample 2 Ultimate Strength Actual 445.6 lbs
Sample 2 percent elongation 35.77 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.49 in
Sample 3 Thickness 0.256 in
Sample 3 Area 0.1254 in^2
Sample 3 Ultimate strength 3325.4 psi
Sample 3 Ultimate Strength Actual 417 lbs
Sample 3 percent elongation 43.83 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.489 in
Sample 4 Thickness 0.257 in
Sample 4 Area 0.1257 in^2
Sample 4 Ultimate strength 3352.4 psi
Sample 4 Ultimate Strength Actual 421.4 lbs
Sample 4 percent elongation 41.53 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.255 in
Sample 5 Area 0.1244 in^2
Sample 5 Ultimate strength 3360.1 psi
Sample 5 Ultimate Strength Actual 418 lbs
Sample 5 percent elongation 40.69 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3388 psi
Percent Elongation Average 40 %

Test 4 of 6

DIME Test ID: 2022-01-10-8-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 01/25/2022
Date Tested: 01/20/2022
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 47

Test 5 of 6

DIME Test ID: 2022-01-10-8-5
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: 01/25/2022
Date Tested: 01/12/2022
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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 1 980.4 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 1 490.2 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1345.2 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 2 672.6 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1280 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 3 640 psi

Test 6 of 6

DIME Test ID: 2022-01-10-8-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 01/25/2022
Date Tested: 01/11/2022
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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 75 f
Tare weight no data
Initial weight 100 grams
Weight at 5 minutes 99.941 grams
Weight at 10 minutes 99.883 grams
Weight at 15 minutes 99.828 grams
Weight at 20 minutes 99.771 grams
Weight at 25 minutes 99.714 grams
Weight at 30 minutes 99.66 grams
Final weight 99.66 grams
Total weight loss 0.34 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 18.277 grams/m^2