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Sample Record for 2022-07-21-70

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Project Information

Project ID: 993869 DEA: 061E1904 EFIS: 0621000224 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,TUL-41,137,168-Var
Work Description: BRIDGE DECK SURFACING AND POLYESTER CONCRETE OVERLAY.
Location Description: FRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Fernando De Alba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-21-70
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: 07/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2022
The quantity of what the sample constitutes: 14 Totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943757
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1420682
Batch number: 1420682
Mix number: 1420682
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-07-21-70-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/29/2023
Date Tested: 12/06/2022
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 102

Test 2 of 6

DIME Test ID: 2022-07-21-70-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/29/2023
Date Tested: 12/06/2022
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: 2022-07-21-70-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/29/2023
Date Tested: 07/29/2022
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 5
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.488 in
Sample 1 Ultimate strength 3727.3 psi
Sample 1 Thickness 0.251 in
Sample 1 Area 0.1225 in^2
Sample 1 Ultimate Strength Actual 456.6 lbs
Sample 1 percent elongation 67.47 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.258 in
Sample 2 Area 0.1256 in^2
Sample 2 Ultimate strength 3582.8 psi
Sample 2 Ultimate Strength Actual 450 lbs
Sample 2 percent elongation 61.59 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.257 in
Sample 3 Area 0.1252 in^2
Sample 3 Ultimate strength 3637.4 psi
Sample 3 Ultimate Strength Actual 455.4 lbs
Sample 3 percent elongation 64.85 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.484 in
Sample 4 Thickness 0.25 in
Sample 4 Area 0.121 in^2
Sample 4 Ultimate strength 3643 psi
Sample 4 Ultimate Strength Actual 440.8 lbs
Sample 4 percent elongation 63.9 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.259 in
Sample 5 Area 0.1264 in^2
Sample 5 Ultimate strength 3624.2 psi
Sample 5 Ultimate Strength Actual 458.1 lbs
Sample 5 percent elongation 64.16 %
Sample 5 Time no data0 MM:SS
Ultimate Strength Average 3643 psi
Percent Elongation Average 64 %

Test 4 of 6

DIME Test ID: 2022-07-21-70-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/29/2023
Date Tested: 12/06/2022
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 45.4

Test 5 of 6

DIME Test ID: 2022-07-21-70-5
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: 03/29/2023
Date Tested: 11/18/2022
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 1540.4 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 1 770.2 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1627 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 2 813.5 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1470 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 3 735 psi

Test 6 of 6

DIME Test ID: 2022-07-21-70-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/29/2023
Date Tested: 11/17/2022
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 77 f
Tare weight no data
Initial weight 100.036 grams
Weight at 5 minutes 99.921 grams
Weight at 10 minutes 99.834 grams
Weight at 15 minutes 99.741 grams
Weight at 20 minutes 99.624 grams
Weight at 25 minutes 99.545 grams
Weight at 30 minutes 99.458 grams
Final weight 99.46 grams
Total weight loss 0.58 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 30.964 grams/m^2