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Sample Record for 2023-11-07-79

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Project Information

Project ID: 994639 DEA: 032G5504 EFIS: 0321000238 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT,COL,GLE-5,32,99,149,162-VAR
Work Description: PLACE AND FURNISH POLYESTER CONCRETE AND REPLACE JOINT SEALS.
Location Description: BUTTE, COLUSA, AND GLENN COUNTIES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Ste D, Benicia, CA 94510
Resident Engineer: Matt Crete Structure Rep.: Adam Scardaci

Sample Information

DIME Sample ID: 2023-11-07-79
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: 11/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2023
The quantity of what the sample constitutes: 4 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000034KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ3J00119
Batch number: AZ3J00119
Mix number: AZ3J00119
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-11-07-79-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/21/2024
Date Tested: 12/04/2023
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 112

Test 2 of 6

DIME Test ID: 2023-11-07-79-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/21/2024
Date Tested: 12/04/2023
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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: 2023-11-07-79-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/21/2024
Date Tested: 11/13/2023
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted based on 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 3213.7 psi
Sample 1 Thickness 0.247 in
Sample 1 Area 0.1198 in^2
Sample 1 Ultimate Strength Actual 385 lbs
Sample 1 percent elongation 65.8 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.245 in
Sample 2 Area 0.1191 in^2
Sample 2 Ultimate strength 3283 psi
Sample 2 Ultimate Strength Actual 391 lbs
Sample 2 percent elongation 68.3 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.488 in
Sample 3 Thickness 0.247 in
Sample 3 Area 0.1205 in^2
Sample 3 Ultimate strength 3112 psi
Sample 3 Ultimate Strength Actual 375 lbs
Sample 3 percent elongation 60.6 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.247 in
Sample 4 Area 0.1198 in^2
Sample 4 Ultimate strength 3105.2 psi
Sample 4 Ultimate Strength Actual 372 lbs
Sample 4 percent elongation 60.3 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.25 in
Sample 5 Area 0.122 in^2
Sample 5 Ultimate strength 3098.4 psi
Sample 5 Ultimate Strength Actual 378 lbs
Sample 5 percent elongation 50.5 %
Sample 5 Time 0 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 3387 psi
Sample 6 Ultimate Strength Actual 400 lbs
Sample 6 percent elongation 71.2 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3200 psi
Percent Elongation Average 63 %

Test 4 of 6

DIME Test ID: 2023-11-07-79-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/21/2024
Date Tested: 12/04/2023
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.4

Test 5 of 6

DIME Test ID: 2023-11-07-79-5
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: 03/21/2024
Date Tested: 11/16/2023
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted based on vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1400 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 1 700 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 970 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 2 485 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1414 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 3 707 psi

Test 6 of 6

DIME Test ID: 2023-11-07-79-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/21/2024
Date Tested: 11/14/2023
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted based on 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 100.046 grams
Weight at 5 minutes 99.954 grams
Weight at 10 minutes 99.863 grams
Weight at 15 minutes 99.784 grams
Weight at 20 minutes 99.681 grams
Weight at 25 minutes 99.594 grams
Weight at 30 minutes 99.508 grams
Final weight 99.51 grams
Total weight loss 0.54 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 28.814 grams/m^2