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Sample Record for 2024-04-12-61

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Project Information

Project ID: 995487 DEA: 043W7604 EFIS: 0422000033 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-37-R7.3/R8.0
Work Description: POLYESTER CONCRETE OVERLAY.
Location Description: SOLANO COUNTY IN AND NEAR VALLEJO FROM 0.2 MILE EAST OF WALNUT STREET OVERCROSSING TO 0.5 MILE WEST OF SACRAMENTO STREET OVERCROSSING
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST, LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510
Resident Engineer: Quang Tran Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-04-12-61
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: 04/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2024
The quantity of what the sample constitutes: 10 Tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000054KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4D00493
Batch number: AZ4D00493
Mix number: AZ4D00493
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-04-12-61-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/13/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 105.5

Test 2 of 6

DIME Test ID: 2024-04-12-61-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/13/2024
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:
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: 2024-04-12-61-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/13/2024
Date Tested: 04/18/2024
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:
Number of specimens tested 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.483 in
Sample 1 Ultimate strength 3204 psi
Sample 1 Thickness 0.265 in
Sample 1 Area 0.128 in^2
Sample 1 Ultimate Strength Actual 410.112 lbs
Sample 1 percent elongation 67.1 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.483 in
Sample 2 Thickness 0.256 in
Sample 2 Area 0.1236 in^2
Sample 2 Ultimate strength 2964 psi
Sample 2 Ultimate Strength Actual 366.35 lbs
Sample 2 percent elongation 60.2 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.482 in
Sample 3 Thickness 0.266 in
Sample 3 Area 0.1282 in^2
Sample 3 Ultimate strength 2847 psi
Sample 3 Ultimate Strength Actual 364.98 lbs
Sample 3 percent elongation 54.4 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.483 in
Sample 4 Thickness 0.268 in
Sample 4 Area 0.1294 in^2
Sample 4 Ultimate strength 3225 psi
Sample 4 Ultimate Strength Actual 417.315 lbs
Sample 4 percent elongation 69.6 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.482 in
Sample 5 Thickness 0.252 in
Sample 5 Area 0.1215 in^2
Sample 5 Ultimate strength 2936 psi
Sample 5 Ultimate Strength Actual 356.724 lbs
Sample 5 percent elongation 61.5 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.483 in
Sample 6 Thickness 0.262 in
Sample 6 Area 0.1265 in^2
Sample 6 Ultimate strength 3308 psi
Sample 6 Ultimate Strength Actual 418.462 lbs
Sample 6 percent elongation 71 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3081 psi
Percent Elongation Average 64 %

Test 4 of 6

DIME Test ID: 2024-04-12-61-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/13/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.2

Test 5 of 6

DIME Test ID: 2024-04-12-61-5
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: 05/13/2024
Date Tested: 04/17/2024
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:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1423.58 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 1 711.792 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1176 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 2 588 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1139 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 3 569.5 psi

Test 6 of 6

DIME Test ID: 2024-04-12-61-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/13/2024
Date Tested: 04/16/2024
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 77 f
Tare weight no data
Initial weight 100.195 grams
Weight at 5 minutes 100.073 grams
Weight at 10 minutes 99.971 grams
Weight at 15 minutes 99.902 grams
Weight at 20 minutes 99.842 grams
Weight at 25 minutes 99.777 grams
Weight at 30 minutes 99.702 grams
Final weight 99.7 grams
Total weight loss 0.49 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 26.61 grams/m^2