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Sample Record for 2024-08-19-48

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000060 DEA: 040Y8404 EFIS: 0422000348 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-17,85,87,101,280,etc.-Var
Work Description: PLACE POLYESTER CONCRETE OVERLAY, TREAT BRIDGE DECK WITH METHACRYLATE.
Location Description: SANTA CLARA COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-19-48
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: 08/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2024
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000113KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4H01223
Batch number: AZ4H01223
Mix number: AZ4H01223
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-08-19-48-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/23/2024
Date Tested: 09/04/2024
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 107.5

Test 2 of 6

DIME Test ID: 2024-08-19-48-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/23/2024
Date Tested: 09/04/2024
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: 2024-08-19-48-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/23/2024
Date Tested: 08/23/2024
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 0.486 in
Sample 1 Ultimate strength 3013 psi
Sample 1 Thickness 0.259 in
Sample 1 Area 0.1259 in^2
Sample 1 Ultimate Strength Actual 379.337 lbs
Sample 1 percent elongation 71.3 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.484 in
Sample 2 Thickness 0.256 in
Sample 2 Area 0.1239 in^2
Sample 2 Ultimate strength 3042 psi
Sample 2 Ultimate Strength Actual 376.904 lbs
Sample 2 percent elongation 72.1 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.484 in
Sample 3 Thickness 0.267 in
Sample 3 Area 0.1292 in^2
Sample 3 Ultimate strength 2869 psi
Sample 3 Ultimate Strength Actual 370.675 lbs
Sample 3 percent elongation 66.8 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.483 in
Sample 4 Thickness 0.269 in
Sample 4 Area 0.1299 in^2
Sample 4 Ultimate strength 3008 psi
Sample 4 Ultimate Strength Actual 390.739 lbs
Sample 4 percent elongation 72.3 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.483 in
Sample 5 Thickness 0.259 in
Sample 5 Area 0.1251 in^2
Sample 5 Ultimate strength 3114 psi
Sample 5 Ultimate Strength Actual 389.561 lbs
Sample 5 percent elongation 74.1 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.483 in
Sample 6 Thickness 0.273 in
Sample 6 Area 0.1319 in^2
Sample 6 Ultimate strength 2989 psi
Sample 6 Ultimate Strength Actual 394.249 lbs
Sample 6 percent elongation 71.3 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3006 psi
Percent Elongation Average 71 %

Test 4 of 6

DIME Test ID: 2024-08-19-48-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/23/2024
Date Tested: 09/04/2024
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 45.5

Test 5 of 6

DIME Test ID: 2024-08-19-48-5
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: 09/23/2024
Date Tested: 08/23/2024
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 1524.03 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 1 762.013 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1360.21 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 2 680.105 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1651.95 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 3 825.976 psi

Test 6 of 6

DIME Test ID: 2024-08-19-48-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/23/2024
Date Tested: 08/22/2024
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:
Diameter of lid 153.9 mm
Room Temperature 78 f
Tare weight no data
Initial weight 100.003 grams
Weight at 5 minutes 99.938 grams
Weight at 10 minutes 99.867 grams
Weight at 15 minutes 99.802 grams
Weight at 20 minutes 99.735 grams
Weight at 25 minutes 99.662 grams
Weight at 30 minutes 99.598 grams
Final weight 99.6 grams
Total weight loss 0.4 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 21.664 grams/m^2