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Sample Record for 2024-09-10-61

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Project Information

Project ID: 1000284 DEA: 041Y5004 EFIS: 0422000498 QA Service Level: 1
DIST-CO-RTE-PM: 04-SF-280-R2.7/R4.2L
Work Description: PLACE POLYESTER CONCRETE OVERLAY, AND REPLACE JOINT SEAL.
Location Description: THE CITY AND COUNTY OF SAN FRANCISCO AT VARIOUS LOCATIONS FROM MONTEREY BOULEVARD ON-RAMP OVERCROSSING TO ROUTE 280/101 SEPARATION
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: 1537 Canal Road, Sparks, NV 89434
Resident Engineer: Marcus Washington Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-10-61
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: 09/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2024
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: 000121KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4H01377
Batch number: AZ4H01377
Mix number: AZ4H01377
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-09-10-61-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/27/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 105

Test 2 of 6

DIME Test ID: 2024-09-10-61-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/27/2024
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:
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: 2024-09-10-61-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/27/2024
Date Tested: 09/16/2024
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 0.487 in
Sample 1 Ultimate strength 2981 psi
Sample 1 Thickness 0.258 in
Sample 1 Area 0.1256 in^2
Sample 1 Ultimate Strength Actual 374.414 lbs
Sample 1 percent elongation 72.5 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.261 in
Sample 2 Area 0.1271 in^2
Sample 2 Ultimate strength 3162 psi
Sample 2 Ultimate Strength Actual 401.89 lbs
Sample 2 percent elongation 77.9 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.268 in
Sample 3 Area 0.13 in^2
Sample 3 Ultimate strength 2885 psi
Sample 3 Ultimate Strength Actual 375.05 lbs
Sample 3 percent elongation 70 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.265 in
Sample 4 Area 0.1285 in^2
Sample 4 Ultimate strength 3074 psi
Sample 4 Ultimate Strength Actual 395.009 lbs
Sample 4 percent elongation 76.1 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.263 in
Sample 5 Area 0.1278 in^2
Sample 5 Ultimate strength 2905 psi
Sample 5 Ultimate Strength Actual 371.259 lbs
Sample 5 percent elongation 70.6 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.268 in
Sample 6 Area 0.1302 in^2
Sample 6 Ultimate strength 2794 psi
Sample 6 Ultimate Strength Actual 363.779 lbs
Sample 6 percent elongation 67.7 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 2967 psi
Percent Elongation Average 72 %

Test 4 of 6

DIME Test ID: 2024-09-10-61-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/27/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.33

Test 5 of 6

DIME Test ID: 2024-09-10-61-5
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: 09/27/2024
Date Tested: 09/17/2024
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: 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 1160.3 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 1 580.152 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1039.83 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 2 519.913 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1143.88 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 3 571.942 psi

Test 6 of 6

DIME Test ID: 2024-09-10-61-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/27/2024
Date Tested: 09/12/2024
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 77 f
Tare weight no data
Initial weight 100.03 grams
Weight at 5 minutes 99.966 grams
Weight at 10 minutes 99.906 grams
Weight at 15 minutes 99.84 grams
Weight at 20 minutes 99.784 grams
Weight at 25 minutes 99.723 grams
Weight at 30 minutes 99.664 grams
Final weight 99.66 grams
Total weight loss 0.37 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 19.89 grams/m^2