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Sample Record for 2023-08-24-45

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Project Information

Project ID: 994549 DEA: 032G5204 EFIS: 0321000235 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV,PLA,SIE-20,49,80-VAR
Work Description: PLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location Description: NEVADA, PLACER AND SIERRA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Suite D, Benicia, CA 94510
Resident Engineer: Tad Sampson Structure Rep.: Jimmer Ross

Sample Information

DIME Sample ID: 2023-08-24-45
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: 08/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2023
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / 9800 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000005
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1484394
Batch number: 1484394
Mix number: 1484394

Test Results

Test 1 of 6

DIME Test ID: 2023-08-24-45-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/16/2023
Date Tested: 09/07/2023
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 206

Test 2 of 6

DIME Test ID: 2023-08-24-45-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/16/2023
Date Tested: 09/07/2023
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: 2023-08-24-45-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/16/2023
Date Tested: 08/30/2023
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 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 0.489 in
Sample 1 Ultimate strength 8546.8 psi
Sample 1 Thickness 0.249 in
Sample 1 Area 0.1218 in^2
Sample 1 Ultimate Strength Actual 1041 lbs
Sample 1 percent elongation 23.3 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.489 in
Sample 2 Thickness 0.251 in
Sample 2 Area 0.1227 in^2
Sample 2 Ultimate strength 8476 psi
Sample 2 Ultimate Strength Actual 1040 lbs
Sample 2 percent elongation 18.1 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.489 in
Sample 3 Thickness 0.247 in
Sample 3 Area 0.1208 in^2
Sample 3 Ultimate strength 8493.4 psi
Sample 3 Ultimate Strength Actual 1026 lbs
Sample 3 percent elongation 18.7 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.489 in
Sample 4 Thickness 0.236 in
Sample 4 Area 0.1154 in^2
Sample 4 Ultimate strength 8570.2 psi
Sample 4 Ultimate Strength Actual 989 lbs
Sample 4 percent elongation 17.7 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.489 in
Sample 5 Thickness 0.245 in
Sample 5 Area 0.1198 in^2
Sample 5 Ultimate strength 8455.8 psi
Sample 5 Ultimate Strength Actual 1013 lbs
Sample 5 percent elongation 22.8 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.489 in
Sample 6 Thickness 0.25 in
Sample 6 Area 0.1223 in^2
Sample 6 Ultimate strength 8446.4 psi
Sample 6 Ultimate Strength Actual 1033 lbs
Sample 6 percent elongation 19.3 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 8498 psi
Percent Elongation Average 20 %

Test 4 of 6

DIME Test ID: 2023-08-24-45-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/16/2023
Date Tested: 09/07/2023
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 43.7

Test 5 of 6

DIME Test ID: 2023-08-24-45-5
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: 10/16/2023
Date Tested: 08/31/2023
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 Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1762 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 1 881 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1463 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 2 731.5 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1061 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 3 530.5 psi

Test 6 of 6

DIME Test ID: 2023-08-24-45-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/16/2023
Date Tested: 08/29/2023
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 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 100.023 grams
Weight at 5 minutes 99.952 grams
Weight at 10 minutes 99.88 grams
Weight at 15 minutes 99.807 grams
Weight at 20 minutes 99.734 grams
Weight at 25 minutes 99.662 grams
Weight at 30 minutes 99.586 grams
Final weight 99.59 grams
Total weight loss 0.43 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 23.277 grams/m^2