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Sample Record for 2024-09-23-56

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Project Information

Project ID: 1000080 DEA: 061F2004 EFIS: 0622000190 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-190-R32.8,R40.0
Work Description: PLACE POLYESTER CONCRETE OVERLAY, EPOXY INJECTION, AND JOINT SEAL.
Location Description: TULARE COUNTY NEAR SPRINGVILLE AT NORTH FORK TULE RIVER BRIDGE AND AT NORTH FORK MIDDLE FORK TULE RIVER BRIDGE
Contractor Name: T.P.A. CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Cesar Mandujano Structure Rep.: Albert Heredia

Sample Information

DIME Sample ID: 2024-09-23-56
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: 09/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2024
The quantity of what the sample constitutes: 34 Totes
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000130KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4I01450T
Batch number: AZ4I01450T
Mix number: AZ4I01450T
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-09-23-56-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/04/2024
Date Tested: 10/03/2024
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 98.5

Test 2 of 6

DIME Test ID: 2024-09-23-56-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/04/2024
Date Tested: 10/03/2024
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: 2024-09-23-56-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/04/2024
Date Tested: 09/26/2024
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 2548.8 psi
Sample 1 Thickness 0.249 in
Sample 1 Area 0.121 in^2
Sample 1 Ultimate Strength Actual 308.4 lbs
Sample 1 percent elongation 55.8 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.258 in
Sample 2 Area 0.1251 in^2
Sample 2 Ultimate strength 2856.1 psi
Sample 2 Ultimate Strength Actual 357.3 lbs
Sample 2 percent elongation 70.9 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.267 in
Sample 3 Area 0.1298 in^2
Sample 3 Ultimate strength 2882.1 psi
Sample 3 Ultimate Strength Actual 374.1 lbs
Sample 3 percent elongation 73.5 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.25 in
Sample 4 Area 0.1215 in^2
Sample 4 Ultimate strength 3024.7 psi
Sample 4 Ultimate Strength Actual 367.5 lbs
Sample 4 percent elongation 76.5 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.268 in
Sample 5 Area 0.1302 in^2
Sample 5 Ultimate strength 2748.8 psi
Sample 5 Ultimate Strength Actual 357.9 lbs
Sample 5 percent elongation 69.5 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.265 in
Sample 6 Area 0.1288 in^2
Sample 6 Ultimate strength 2990.7 psi
Sample 6 Ultimate Strength Actual 385.2 lbs
Sample 6 percent elongation 77 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2842 psi
Percent Elongation Average 71 %

Test 4 of 6

DIME Test ID: 2024-09-23-56-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/04/2024
Date Tested: 10/03/2024
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 46.8

Test 5 of 6

DIME Test ID: 2024-09-23-56-5
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: 10/04/2024
Date Tested: 09/27/2024
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 1484 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 1 742 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1332 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 2 666 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1680 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 3 840 psi

Test 6 of 6

DIME Test ID: 2024-09-23-56-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/04/2024
Date Tested: 09/25/2024
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 100.063 grams
Weight at 5 minutes 100.008 grams
Weight at 10 minutes 99.95 grams
Weight at 15 minutes 99.883 grams
Weight at 20 minutes 99.827 grams
Weight at 25 minutes 99.771 grams
Weight at 30 minutes 99.714 grams
Final weight 99.71 grams
Total weight loss 0.35 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 18.976 grams/m^2