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Sample Record for 2021-04-27-18

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Project Information

Project ID: 215429 DEA: 120S2304 EFIS: 1219000108 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73-10.3/19.5
Work Description: METHACRYLATE DECK SEAL TREATMENT AND POLYESTER CONCRETE OVERLAY
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS FROM S73-S5 CONNECTOR VIADUCT IN LAGUNA NIGUEL TO SAND CANYON AVENUE UNDERCROSSING IN IRVINE
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Christopher Blanco Structure Rep.: Kugan Ramanathan

Sample Information

DIME Sample ID: 2021-04-27-18
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: 04/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/27/2021
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): 1330213
Batch number: 1330213
Mix number: 1330213

Test Results

Test 1 of 6

DIME Test ID: 2021-04-27-18-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/28/2021
Date Tested: 05/20/2021
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: 2021-04-27-18-2
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: 05/20/2021
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 99

Test 3 of 6

DIME Test ID: 2021-04-27-18-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/28/2021
Date Tested: 05/20/2021
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 46.53

Test 4 of 6

DIME Test ID: 2021-04-27-18-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/28/2021
Date Tested: 05/28/2021
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:
Number of specimens tested 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.491 in
Sample 1 Ultimate strength 3250.2 psi
Sample 1 Thickness 0.249 in
Sample 1 Area 0.1223 in^2
Sample 1 Ultimate Strength Actual 397.5 lbs
Sample 1 percent elongation 63.1 %
Sample 1 Time 4 MM:SS
Sample 2 Width 0.492 in
Sample 2 Thickness 0.248 in
Sample 2 Area 0.122 in^2
Sample 2 Ultimate strength 3204.9 psi
Sample 2 Ultimate Strength Actual 391 lbs
Sample 2 percent elongation 57 %
Sample 2 Time 4 MM:SS
Sample 3 Width 0.491 in
Sample 3 Thickness 0.257 in
Sample 3 Area 0.1262 in^2
Sample 3 Ultimate strength 2959.6 psi
Sample 3 Ultimate Strength Actual 373.5 lbs
Sample 3 percent elongation 51.5 %
Sample 3 Time 3 MM:SS
Sample 4 Width 0.491 in
Sample 4 Thickness 0.247 in
Sample 4 Area 0.1213 in^2
Sample 4 Ultimate strength 3050.3 psi
Sample 4 Ultimate Strength Actual 370 lbs
Sample 4 percent elongation 45.7 %
Sample 4 Time 3 MM:SS
Sample 5 Width 0.491 in
Sample 5 Thickness 0.245 in
Sample 5 Area 0.1203 in^2
Sample 5 Ultimate strength 3129.7 psi
Sample 5 Ultimate Strength Actual 376.5 lbs
Sample 5 percent elongation 57.6 %
Sample 5 Time 4 MM:SS
Sample 6 Width 0.492 in
Sample 6 Thickness 0.246 in
Sample 6 Area 0.121 in^2
Sample 6 Ultimate strength 3162 psi
Sample 6 Ultimate Strength Actual 382.6 lbs
Sample 6 percent elongation 43.7 %
Sample 6 Time 3 MM:SS
Ultimate Strength Average 3126 psi
Percent Elongation Average 53 %

Test 5 of 6

DIME Test ID: 2021-04-27-18-5
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: 05/05/2021
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 based on suppliers results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1250 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 1 625 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1417 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 2 708.5 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1474 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 3 737 psi

Test 6 of 6

DIME Test ID: 2021-04-27-18-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/28/2021
Date Tested: 05/21/2021
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:
Diameter of lid 155.42 mm
Room Temperature 73 f
Tare weight no data
Initial weight 100 grams
Weight at 5 minutes 99.9 grams
Weight at 10 minutes 99.8 grams
Weight at 15 minutes 99.7 grams
Weight at 20 minutes 99.7 grams
Weight at 25 minutes 99.6 grams
Weight at 30 minutes 99.5 grams
Final weight 99.5 grams
Total weight loss 0.5 grams
Calculated radius of gallon can lid in cm 7.771 cm
Lid Factor 52.71 m^2
Volatile emission 26.355 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.