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Sample Record for 2024-07-15-60

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Project Information

Project ID: 994536 DEA: 010L1504 EFIS: 0121000076 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36,96,101,299-VAR
Work Description: Project Name: 377 North Bridge 22/23 FY (Description of Work: POLYESTER CONCRETE OVERLAY, HMA, CONCRETE BRIDGE DECK SURFACE)
Location Description: HUMBOLDT COUNTY AT VARIOUS LOCATIONS (Bridge Numbers: 04-0197, 04-0094, 04-0234, 04-0236, 04-0036L, 04-0135)
Contractor Name: DEES BURKE ENGINEERING CONSTRUCTORS, LLC
Contractor Address: 207 W State Street, Ontario, CA 91762
Resident Engineer: Brian Apple Structure Rep.: Adlai Evans

Sample Information

DIME Sample ID: 2024-07-15-60
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: 07/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2024
The quantity of what the sample constitutes: 34 Totes
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000093KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4G01019T
Batch number: AZ4G01019T
Mix number: AZ4G01019T
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-07-15-60-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/10/2024
Date Tested: 08/29/2024
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 92

Test 2 of 6

DIME Test ID: 2024-07-15-60-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/10/2024
Date Tested: 08/29/2024
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) 9

Test 3 of 6

DIME Test ID: 2024-07-15-60-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/10/2024
Date Tested: 07/19/2024
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: Accepted Vendor's 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 0.486 in
Sample 1 Ultimate strength 3144 psi
Sample 1 Thickness 0.267 in
Sample 1 Area 0.1298 in^2
Sample 1 Ultimate Strength Actual 408.091 lbs
Sample 1 percent elongation 74.5 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.49 in
Sample 2 Thickness 0.243 in
Sample 2 Area 0.1191 in^2
Sample 2 Ultimate strength 3225 psi
Sample 2 Ultimate Strength Actual 384.098 lbs
Sample 2 percent elongation 74.8 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.491 in
Sample 3 Thickness 0.267 in
Sample 3 Area 0.1311 in^2
Sample 3 Ultimate strength 3144 psi
Sample 3 Ultimate Strength Actual 412.178 lbs
Sample 3 percent elongation 75.3 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.261 in
Sample 4 Area 0.1268 in^2
Sample 4 Ultimate strength 2961 psi
Sample 4 Ultimate Strength Actual 375.455 lbs
Sample 4 percent elongation 68.1 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.267 in
Sample 5 Area 0.1298 in^2
Sample 5 Ultimate strength 3133 psi
Sample 5 Ultimate Strength Actual 406.663 lbs
Sample 5 percent elongation 74 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.273 in
Sample 6 Area 0.1324 in^2
Sample 6 Ultimate strength 2800 psi
Sample 6 Ultimate Strength Actual 370.72 lbs
Sample 6 percent elongation 64.3 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3068 psi
Percent Elongation Average 72 %

Test 4 of 6

DIME Test ID: 2024-07-15-60-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/10/2024
Date Tested: 08/29/2024
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 45

Test 5 of 6

DIME Test ID: 2024-07-15-60-5
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: 09/10/2024
Date Tested: 07/23/2024
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: 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 1123.11 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 1 561.557 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1100.51 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 2 550.256 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1063.3 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 3 531.652 psi

Test 6 of 6

DIME Test ID: 2024-07-15-60-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/10/2024
Date Tested: 07/22/2024
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: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 78 f
Tare weight no data
Initial weight 100.067 grams
Weight at 5 minutes 99.991 grams
Weight at 10 minutes 99.926 grams
Weight at 15 minutes 99.854 grams
Weight at 20 minutes 99.779 grams
Weight at 25 minutes 99.705 grams
Weight at 30 minutes 99.624 grams
Final weight 99.62 grams
Total weight loss 0.45 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 24.029 grams/m^2