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Sample Record for 2024-01-10-47

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Project Information

Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R104.9/R134.2
Work Description: PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location Description: RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEMPE, AZ. 85284
Resident Engineer: Khoi Vu Structure Rep.: Shukri Abouazra

Sample Information

DIME Sample ID: 2024-01-10-47
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: 01/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/12/2024
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: 000035KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ4A00038
Batch number: AZ4A00038
Mix number: AZ4A00038
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-01-10-47-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/19/2024
Date Tested: 03/11/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 108

Test 2 of 6

DIME Test ID: 2024-01-10-47-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/19/2024
Date Tested: 03/19/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 3 of 6

DIME Test ID: 2024-01-10-47-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/19/2024
Date Tested: 01/16/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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 0.485 in
Sample 1 Ultimate strength 3791 psi
Sample 1 Thickness 0.257 in
Sample 1 Area 0.1246 in^2
Sample 1 Ultimate Strength Actual 472.359 lbs
Sample 1 percent elongation 62.1 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.253 in
Sample 2 Area 0.1227 in^2
Sample 2 Ultimate strength 3748 psi
Sample 2 Ultimate Strength Actual 459.88 lbs
Sample 2 percent elongation 61.3 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.257 in
Sample 3 Area 0.1246 in^2
Sample 3 Ultimate strength 3748.1 psi
Sample 3 Ultimate Strength Actual 467.008 lbs
Sample 3 percent elongation 56.2 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.485 in
Sample 4 Thickness 0.25 in
Sample 4 Area 0.1213 in^2
Sample 4 Ultimate strength 3782 psi
Sample 4 Ultimate Strength Actual 458.757 lbs
Sample 4 percent elongation 66.8 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.484 in
Sample 5 Thickness 0.251 in
Sample 5 Area 0.1215 in^2
Sample 5 Ultimate strength 3832 psi
Sample 5 Ultimate Strength Actual 465.588 lbs
Sample 5 percent elongation 56.2 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.255 in
Sample 6 Area 0.1237 in^2
Sample 6 Ultimate strength 3793 psi
Sample 6 Ultimate Strength Actual 469.194 lbs
Sample 6 percent elongation 66.8 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3782 psi
Percent Elongation Average 62 %

Test 4 of 6

DIME Test ID: 2024-01-10-47-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/19/2024
Date Tested: 03/11/2024
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: 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 46.1

Test 5 of 6

DIME Test ID: 2024-01-10-47-5
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: 03/19/2024
Date Tested: 01/23/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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 1615.5 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 1 807.75 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1292.6 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 2 646.301 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1329.07 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 3 664.535 psi

Test 6 of 6

DIME Test ID: 2024-01-10-47-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/19/2024
Date Tested: 01/22/2024
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
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 100.022 grams
Weight at 5 minutes 99.921 grams
Weight at 10 minutes 99.851 grams
Weight at 15 minutes 99.74 grams
Weight at 20 minutes 99.67 grams
Weight at 25 minutes 99.604 grams
Weight at 30 minutes 99.55 grams
Final weight 99.55 grams
Total weight loss 0.47 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 25.373 grams/m^2