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Sample Record for 2024-08-09-59

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Project Information

Project ID: 995534 DEA: 120T8604 EFIS: 1222000109 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-2.3/19.9
Work Description: APPLY METHACRYLATE AND POLYESTER CONCRETE & REPLACE JOINT SEALS.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS FROM AVENIDA PRESIDIO UNDERCROSSING TO LAKE FOREST DRIVE OVERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Jose Berrios Structure Rep.: Justin Moy

Sample Information

DIME Sample ID: 2024-08-09-59
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: 08/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2024
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000109KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4G01174
Batch number: AZ4G01174
Mix number: AZ4G01174
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-08-09-59-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/23/2024
Date Tested: 08/26/2024
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 110.5

Test 2 of 6

DIME Test ID: 2024-08-09-59-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/23/2024
Date Tested: 08/26/2024
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: 2024-08-09-59-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/23/2024
Date Tested: 08/14/2024
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 3020 psi
Sample 1 Thickness 0.262 in
Sample 1 Area 0.1273 in^2
Sample 1 Ultimate Strength Actual 384.446 lbs
Sample 1 percent elongation 66.7 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.251 in
Sample 2 Area 0.122 in^2
Sample 2 Ultimate strength 3221 psi
Sample 2 Ultimate Strength Actual 392.962 lbs
Sample 2 percent elongation 71.3 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.27 in
Sample 3 Area 0.1312 in^2
Sample 3 Ultimate strength 3205 psi
Sample 3 Ultimate Strength Actual 420.496 lbs
Sample 3 percent elongation 72.5 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.258 in
Sample 4 Area 0.1251 in^2
Sample 4 Ultimate strength 3439 psi
Sample 4 Ultimate Strength Actual 430.219 lbs
Sample 4 percent elongation 76.8 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.269 in
Sample 5 Area 0.1307 in^2
Sample 5 Ultimate strength 3003 psi
Sample 5 Ultimate Strength Actual 392.492 lbs
Sample 5 percent elongation 65.3 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.259 in
Sample 6 Area 0.1259 in^2
Sample 6 Ultimate strength 2935 psi
Sample 6 Ultimate Strength Actual 369.517 lbs
Sample 6 percent elongation 54.3 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3137 psi
Percent Elongation Average 68 %

Test 4 of 6

DIME Test ID: 2024-08-09-59-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/23/2024
Date Tested: 08/26/2024
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

Test 5 of 6

DIME Test ID: 2024-08-09-59-5
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: 09/23/2024
Date Tested: 09/23/2024
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 1 850.662 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 1 425.331 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1093.64 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 2 546.822 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1257.47 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 3 628.733 psi

Test 6 of 6

DIME Test ID: 2024-08-09-59-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/23/2024
Date Tested: 08/15/2024
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 100.03 grams
Weight at 5 minutes 99.962 grams
Weight at 10 minutes 99.894 grams
Weight at 15 minutes 99.824 grams
Weight at 20 minutes 99.749 grams
Weight at 25 minutes 99.677 grams
Weight at 30 minutes 99.611 grams
Final weight 99.61 grams
Total weight loss 0.42 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 22.578 grams/m^2