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Sample Record for 2024-06-25-82

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Project Information

Project ID: 213457 DEA: 11430434 EFIS: 1118000197 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-12.9/14.6,14.9
Work Description: HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER.
Location Description: SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD
Contractor Name: Griffith Company
Contractor Address: 13400 Sabre Springs Parkway, Suite 200, SAN DIEGO, CA 92128
Resident Engineer: Chad Lim Structure Rep.: Janelle Clanton

Sample Information

DIME Sample ID: 2024-06-25-82
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: 06/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2024
The quantity of what the sample constitutes: 36 Totes
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000084KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4F00954T
Batch Number: AZ4F00954T
Mix number: AZ4F00954T
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-06-25-82-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/23/2024
Date Tested: 07/08/2024
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 103

Test 2 of 6

DIME Test ID: 2024-06-25-82-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/23/2024
Date Tested: 07/08/2024
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: 2024-06-25-82-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/23/2024
Date Tested: 07/01/2024
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 0.485 in
Sample 1 Ultimate strength 3054 psi
Sample 1 Thickness 0.26 in
Sample 1 Area 0.1261 in^2
Sample 1 Ultimate Strength Actual 385.109 lbs
Sample 1 percent elongation 68.8 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.256 in
Sample 2 Area 0.1247 in^2
Sample 2 Ultimate strength 3091 psi
Sample 2 Ultimate Strength Actual 385.448 lbs
Sample 2 percent elongation 70.2 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.261 in
Sample 3 Area 0.1266 in^2
Sample 3 Ultimate strength 3004 psi
Sample 3 Ultimate Strength Actual 380.306 lbs
Sample 3 percent elongation 68 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.26 in
Sample 4 Area 0.1264 in^2
Sample 4 Ultimate strength 2805 psi
Sample 4 Ultimate Strength Actual 354.552 lbs
Sample 4 percent elongation 60.3 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.262 in
Sample 5 Area 0.1273 in^2
Sample 5 Ultimate strength 2801 psi
Sample 5 Ultimate Strength Actual 356.567 lbs
Sample 5 percent elongation 55.3 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.264 in
Sample 6 Area 0.1283 in^2
Sample 6 Ultimate strength 3017 psi
Sample 6 Ultimate Strength Actual 387.081 lbs
Sample 6 percent elongation 69.4 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2962 psi
Percent Elongation Average 65 %

Test 4 of 6

DIME Test ID: 2024-06-25-82-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/23/2024
Date Tested: 07/08/2024
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 46.5

Test 5 of 6

DIME Test ID: 2024-06-25-82-5
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: 07/23/2024
Date Tested: 07/02/2024
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 1185.45 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 1 592.727 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1136.4 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 2 568.2 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1024.23 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 3 512.117 psi

Test 6 of 6

DIME Test ID: 2024-06-25-82-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/23/2024
Date Tested: 07/01/2024
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 100.142 grams
Weight at 5 minutes 100.051 grams
Weight at 10 minutes 99.983 grams
Weight at 15 minutes 99.907 grams
Weight at 20 minutes 99.821 grams
Weight at 25 minutes 99.743 grams
Weight at 30 minutes 99.67 grams
Final weight 99.67 grams
Total weight loss 0.47 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 25.373 grams/m^2