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Sample Record for 2022-10-31-48

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Project Information

Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-R36.9/47.7
Work Description: CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location Description: MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
Contractor Name: OHL USA, INC.
Contractor Address: 1920 Main St. Suite 310, Irvine, CA 92614
Resident Engineer: Adam Rianda Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-10-31-48
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: 10/31/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2022
The quantity of what the sample constitutes: 35 Totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943754
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1437332
Batch number: 1437332
Mix number: 1437332
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-10-31-48-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/29/2023
Date Tested: 03/29/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 104

Test 2 of 6

DIME Test ID: 2022-10-31-48-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/29/2023
Date Tested: 03/29/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.99

Test 3 of 6

DIME Test ID: 2022-10-31-48-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/29/2023
Date Tested: 03/29/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accept supplier results
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 0.488 in
Sample 1 Ultimate strength 3755 psi
Sample 1 Thickness 0.247 in
Sample 1 Area 0.1205 in^2
Sample 1 Ultimate Strength Actual 452.478 lbs
Sample 1 percent elongation 42.6 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.247 in
Sample 2 Area 0.1203 in^2
Sample 2 Ultimate strength 2963.6 psi
Sample 2 Ultimate Strength Actual 356.524 lbs
Sample 2 percent elongation 42.8 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.253 in
Sample 3 Area 0.1232 in^2
Sample 3 Ultimate strength 3726.9 psi
Sample 3 Ultimate Strength Actual 459.16 lbs
Sample 3 percent elongation 50.7 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.488 in
Sample 4 Thickness 0.251 in
Sample 4 Area 0.1225 in^2
Sample 4 Ultimate strength 3710 psi
Sample 4 Ultimate Strength Actual 454.47 lbs
Sample 4 percent elongation 50.4 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.258 in
Sample 5 Area 0.1256 in^2
Sample 5 Ultimate strength 3699 psi
Sample 5 Ultimate Strength Actual 464.59 lbs
Sample 5 percent elongation 44.2 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.487 in
Sample 6 Thickness 0.252 in
Sample 6 Area 0.1227 in^2
Sample 6 Ultimate strength 3684.9 psi
Sample 6 Ultimate Strength Actual 452.14 lbs
Sample 6 percent elongation 44.6 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3590 psi
Percent Elongation Average 46 %

Test 4 of 6

DIME Test ID: 2022-10-31-48-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/29/2023
Date Tested: 03/29/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.05

Test 5 of 6

DIME Test ID: 2022-10-31-48-5
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: 03/29/2023
Date Tested: 03/29/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accept supplier results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1481.45 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 1 740.727 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1493.88 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 2 746.938 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1663.83 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 3 831.915 psi

Test 6 of 6

DIME Test ID: 2022-10-31-48-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/29/2023
Date Tested: 03/29/2023
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accept Supplier Results
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight no data0 grams
Initial weight 100.007 grams
Weight at 5 minutes 99.887 grams
Weight at 10 minutes 99.824 grams
Weight at 15 minutes 99.756 grams
Weight at 20 minutes 99.667 grams
Weight at 25 minutes 99.578 grams
Weight at 30 minutes 99.517 grams
Final weight 99.52 grams
Total weight loss 0.49 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 26.18 grams/m^2