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Sample Record for 2023-12-18-57

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Project Information

Project ID: 994578 DEA: 070W2504 EFIS: 0721000211 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-R4.4/R29.8
Work Description: FURNISH POLYESTER CONCRETE OVERLAY.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ATLANTIC BOULEVARD UNDERCROSSING TO TOWNE AVENUE UNDERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE, IRVINE CA 92606
Resident Engineer: JOE DOUGHLY Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-12-18-57
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: 12/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/19/2023
The quantity of what the sample constitutes: 1 tanker
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000059KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ3L00322
Batch number: AZ3L00322
Mix number: AZ3L00322
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-12-18-57-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/31/2024
Date Tested: 05/29/2024
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 101

Test 2 of 6

DIME Test ID: 2023-12-18-57-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/31/2024
Date Tested: 05/29/2024
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: 2023-12-18-57-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/31/2024
Date Tested: 12/20/2023
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: accepted vendor 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 3075 psi
Sample 1 Thickness 0.256 in
Sample 1 Area 0.1244 in^2
Sample 1 Ultimate Strength Actual 382.53 lbs
Sample 1 percent elongation 62.9 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.248 in
Sample 2 Area 0.1205 in^2
Sample 2 Ultimate strength 3169 psi
Sample 2 Ultimate Strength Actual 381.865 lbs
Sample 2 percent elongation 64.4 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.246 in
Sample 3 Area 0.1196 in^2
Sample 3 Ultimate strength 3100 psi
Sample 3 Ultimate Strength Actual 370.76 lbs
Sample 3 percent elongation 57.3 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.244 in
Sample 4 Area 0.1186 in^2
Sample 4 Ultimate strength 3110 psi
Sample 4 Ultimate Strength Actual 368.846 lbs
Sample 4 percent elongation 62.1 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.244 in
Sample 5 Area 0.1186 in^2
Sample 5 Ultimate strength 3103 psi
Sample 5 Ultimate Strength Actual 368.016 lbs
Sample 5 percent elongation 61.7 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.243 in
Sample 6 Area 0.1181 in^2
Sample 6 Ultimate strength 3139 psi
Sample 6 Ultimate Strength Actual 370.716 lbs
Sample 6 percent elongation 63.1 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3116 psi
Percent Elongation Average 62 %

Test 4 of 6

DIME Test ID: 2023-12-18-57-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/31/2024
Date Tested: 05/29/2024
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 45.5

Test 5 of 6

DIME Test ID: 2023-12-18-57-5
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: 05/31/2024
Date Tested: 05/11/2024
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 results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 855.002 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 1 427.501 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1184.18 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 2 592.091 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1583.59 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 3 791.793 psi

Test 6 of 6

DIME Test ID: 2023-12-18-57-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/31/2024
Date Tested: 05/09/2024
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 vendors results
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 76 f
Tare weight no data0 grams
Initial weight 100.109 grams
Weight at 5 minutes 100.04 grams
Weight at 10 minutes 99.972 grams
Weight at 15 minutes 99.9 grams
Weight at 20 minutes 99.82 grams
Weight at 25 minutes 99.761 grams
Weight at 30 minutes 99.705 grams
Final weight 99.71 grams
Total weight loss 0.4 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 21.449 grams/m^2