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Sample Record for 2024-04-19-30

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Project Information

Project ID: 994525 DEA: 031H9904 EFIS: 0317000043 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA,NEV-80-68.3/69.7,0.0/R2.7
Work Description: RDWY EXC, PLACE HMA & JPCP, SLAB REPLACEMENT & POLYESTER CONC OVERLAY.
Location Description: PLACER AND NEVADA COUNTIES NEAR KINGVALE FROM 0.3 MILE WEST OF TROY UNDERCROSSING TO 0.2 MILE EAST OF SODA SPRINGS OVERCROSSING
Contractor Name: A. TEICHERT & SON INC DBA TEICHERT CONSTRUCTION
Contractor Address: 4401 Duluth Avenue, Rocklin, CA 95765
Resident Engineer: Randie Babbini Structure Rep.: Carl Anderson

Sample Information

DIME Sample ID: 2024-04-19-30
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: 04/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2024
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: 000055KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4D00518
Batch Number: AZ4D00518
Mix number: AZ4D00518
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-04-19-30-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/22/2024
Date Tested: 05/17/2024
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 221

Test 2 of 6

DIME Test ID: 2024-04-19-30-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/22/2024
Date Tested: 05/17/2024
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: 2024-04-19-30-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/22/2024
Date Tested: 04/24/2024
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 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 0.487 in
Sample 1 Ultimate strength 8384.1 psi
Sample 1 Thickness 0.263 in
Sample 1 Area 0.1281 in^2
Sample 1 Ultimate Strength Actual 1074 lbs
Sample 1 percent elongation 23.9 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.273 in
Sample 2 Area 0.133 in^2
Sample 2 Ultimate strength 8375.9 psi
Sample 2 Ultimate Strength Actual 1114 lbs
Sample 2 percent elongation 13.8 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.259 in
Sample 3 Area 0.1261 in^2
Sample 3 Ultimate strength 8444.9 psi
Sample 3 Ultimate Strength Actual 1064.9 lbs
Sample 3 percent elongation 14.3 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.266 in
Sample 4 Area 0.1295 in^2
Sample 4 Ultimate strength 8409.3 psi
Sample 4 Ultimate Strength Actual 1089 lbs
Sample 4 percent elongation 15.3 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.26 in
Sample 5 Area 0.1269 in^2
Sample 5 Ultimate strength 8455.5 psi
Sample 5 Ultimate Strength Actual 1073 lbs
Sample 5 percent elongation 18.4 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.487 in
Sample 6 Thickness 0.266 in
Sample 6 Area 0.1295 in^2
Sample 6 Ultimate strength 8432.4 psi
Sample 6 Ultimate Strength Actual 1092 lbs
Sample 6 percent elongation 12.8 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 8417 psi
Percent Elongation Average 16 %

Test 4 of 6

DIME Test ID: 2024-04-19-30-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/22/2024
Date Tested: 05/17/2024
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 44.4

Test 5 of 6

DIME Test ID: 2024-04-19-30-5
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: 05/22/2024
Date Tested: 04/25/2024
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 Vendors Results
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1605 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 1 802.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1309.2 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 2 654.599 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1628.43 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 3 814.214 psi

Test 6 of 6

DIME Test ID: 2024-04-19-30-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 05/22/2024
Date Tested: 04/24/2024
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 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 100.094 grams
Weight at 5 minutes 100.035 grams
Weight at 10 minutes 99.972 grams
Weight at 15 minutes 99.893 grams
Weight at 20 minutes 99.784 grams
Weight at 25 minutes 99.715 grams
Weight at 30 minutes 99.654 grams
Final weight 99.65 grams
Total weight loss 0.44 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 23.868 grams/m^2