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Sample Record for 2024-05-14-39

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Project Information

Project ID: 995175 DEA: 043W7504 EFIS: 0422000032 QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-680-R12.6/24.3
Work Description: POLYESTER CONCRETE OVERLAY.
Location Description: CONTRA COSTA COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF RUDGEAR ROAD UNDERCROSSING TO 0.1 MILE NORTH OF MOCOCO OVERHEAD
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST, LLC dba ACC WEST COAST
Contractor Address: 2990 Bar Vista Court, Benicia, CA 94510
Resident Engineer: Rabindra Mukherjee Structure Rep.: John K. Parecadan

Sample Information

DIME Sample ID: 2024-05-14-39
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: 05/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2024
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: 000063KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4E00677T
Batch number: AZ4E00677T
Mix number: AZ4E00677T
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-05-14-39-1
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: 05/30/2024
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 104

Test 2 of 6

DIME Test ID: 2024-05-14-39-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/31/2024
Date Tested: 05/30/2024
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: 2024-05-14-39-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/31/2024
Date Tested: 05/22/2024
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 3107.9 psi
Sample 1 Thickness 0.256 in
Sample 1 Area 0.1242 in^2
Sample 1 Ultimate Strength Actual 386 lbs
Sample 1 percent elongation 72.7 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.25 in
Sample 2 Area 0.1213 in^2
Sample 2 Ultimate strength 3239.9 psi
Sample 2 Ultimate Strength Actual 393 lbs
Sample 2 percent elongation 75.2 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.258 in
Sample 3 Area 0.1251 in^2
Sample 3 Ultimate strength 3005.6 psi
Sample 3 Ultimate Strength Actual 376 lbs
Sample 3 percent elongation 70.8 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.255 in
Sample 4 Area 0.1237 in^2
Sample 4 Ultimate strength 3136.6 psi
Sample 4 Ultimate Strength Actual 388 lbs
Sample 4 percent elongation 74.2 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.485 in
Sample 5 Thickness 0.247 in
Sample 5 Area 0.1198 in^2
Sample 5 Ultimate strength 2921.5 psi
Sample 5 Ultimate Strength Actual 350 lbs
Sample 5 percent elongation 66 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.241 in
Sample 6 Area 0.1169 in^2
Sample 6 Ultimate strength 2754.5 psi
Sample 6 Ultimate Strength Actual 322 lbs
Sample 6 percent elongation 58.9 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3028 psi
Percent Elongation Average 70 %

Test 4 of 6

DIME Test ID: 2024-05-14-39-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/31/2024
Date Tested: 05/30/2024
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 47

Test 5 of 6

DIME Test ID: 2024-05-14-39-5
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: 05/17/2024
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 vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1460 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 1 730 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1238 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 2 619 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1200 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 3 600 psi

Test 6 of 6

DIME Test ID: 2024-05-14-39-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/31/2024
Date Tested: 05/16/2024
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 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 100.042 grams
Weight at 5 minutes 100.003 grams
Weight at 10 minutes 99.965 grams
Weight at 15 minutes 99.926 grams
Weight at 20 minutes 99.885 grams
Weight at 25 minutes 99.846 grams
Weight at 30 minutes 99.805 grams
Final weight 99.81 grams
Total weight loss 0.23 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 12.472 grams/m^2