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Sample Record for 2023-11-02-38

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Project Information

Project ID: 995100 DEA: 030L2604 EFIS: 0324000072 QA Service Level: 1
DIST-CO-RTE-PM: 03---
Work Description:
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1900 Glendale Ave, Sparks, NV 89431
Resident Engineer: Amir Zamanian Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-11-02-38
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: 11/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2023
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: 000032KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ3J00123
Batch number: AZ3J00123
Mix number: AZ3J00123
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-11-02-38-1
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: 11/29/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 228.5

Test 2 of 6

DIME Test ID: 2023-11-02-38-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/21/2024
Date Tested: 11/29/2023
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:
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: 2023-11-02-38-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/21/2024
Date Tested: 11/07/2023
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: 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 0.488 in
Sample 1 Ultimate strength 8462 psi
Sample 1 Thickness 0.253 in
Sample 1 Area 0.1235 in^2
Sample 1 Ultimate Strength Actual 1045.06 lbs
Sample 1 percent elongation 20.4 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.251 in
Sample 2 Area 0.122 in^2
Sample 2 Ultimate strength 8480 psi
Sample 2 Ultimate Strength Actual 1034.56 lbs
Sample 2 percent elongation 17.1 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.489 in
Sample 3 Thickness 0.258 in
Sample 3 Area 0.1262 in^2
Sample 3 Ultimate strength 8443 psi
Sample 3 Ultimate Strength Actual 1065.51 lbs
Sample 3 percent elongation 21 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.49 in
Sample 4 Thickness 0.245 in
Sample 4 Area 0.1201 in^2
Sample 4 Ultimate strength 8528 psi
Sample 4 Ultimate Strength Actual 1024.21 lbs
Sample 4 percent elongation 20 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.489 in
Sample 5 Thickness 0.25 in
Sample 5 Area 0.1223 in^2
Sample 5 Ultimate strength 8498 psi
Sample 5 Ultimate Strength Actual 1039.31 lbs
Sample 5 percent elongation 17.7 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.489 in
Sample 6 Thickness 0.249 in
Sample 6 Area 0.1218 in^2
Sample 6 Ultimate strength 8538 psi
Sample 6 Ultimate Strength Actual 1039.93 lbs
Sample 6 percent elongation 17.4 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 8492 psi
Percent Elongation Average 19 %

Test 4 of 6

DIME Test ID: 2023-11-02-38-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/21/2024
Date Tested: 11/29/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 43.6

Test 5 of 6

DIME Test ID: 2023-11-02-38-5
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: 11/08/2023
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 Vendors Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1854.66 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 1 927.33 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1415.89 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 2 707.947 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1633.14 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 3 816.571 psi

Test 6 of 6

DIME Test ID: 2023-11-02-38-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/21/2024
Date Tested: 11/06/2023
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 Vendors 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 100.103 grams
Weight at 5 minutes 100.037 grams
Weight at 10 minutes 99.974 grams
Weight at 15 minutes 99.914 grams
Weight at 20 minutes 99.847 grams
Weight at 25 minutes 99.782 grams
Weight at 30 minutes 99.716 grams
Final weight 99.72 grams
Total weight loss 0.38 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 20.589 grams/m^2