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Sample Record for 2021-09-20-3

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Project Information

Project ID: 215586 DEA: 081K6804 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-210,330-Varies
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-20-3
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: 09/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2021
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt

Material Information

Mfg. Lot Number(s): 1360263
Batch number: 1360263
Mix number: 1360263

Test Results

Test 1 of 6

DIME Test ID: 2021-09-20-3-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 106

Test 2 of 6

DIME Test ID: 2021-09-20-3-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.9964

Test 3 of 6

DIME Test ID: 2021-09-20-3-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based On Vendor 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 3688.3 psi
Sample 1 Thickness 0.239 in
Sample 1 Area 0.1159 in^2
Sample 1 Ultimate Strength Actual 427.474 lbs
Sample 1 percent elongation 65.25 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.485 in
Sample 2 Thickness 0.234 in
Sample 2 Area 0.1135 in^2
Sample 2 Ultimate strength 3708.8 psi
Sample 2 Ultimate Strength Actual 420.949 lbs
Sample 2 percent elongation 66.25 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.485 in
Sample 3 Thickness 0.234 in
Sample 3 Area 0.1135 in^2
Sample 3 Ultimate strength 3517.8 psi
Sample 3 Ultimate Strength Actual 399.27 lbs
Sample 3 percent elongation 61.4 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.24 in
Sample 4 Area 0.1166 in^2
Sample 4 Ultimate strength 3310 psi
Sample 4 Ultimate Strength Actual 385.946 lbs
Sample 4 percent elongation 55.98 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.24 in
Sample 5 Area 0.1166 in^2
Sample 5 Ultimate strength 3389.9 psi
Sample 5 Ultimate Strength Actual 395.262 lbs
Sample 5 percent elongation 49.53 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.485 in
Sample 6 Thickness 0.247 in
Sample 6 Area 0.1198 in^2
Sample 6 Ultimate strength 3417.8 psi
Sample 6 Ultimate Strength Actual 409.452 lbs
Sample 6 percent elongation 61.61 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3505 psi
Percent Elongation Average 60 %

Test 4 of 6

DIME Test ID: 2021-09-20-3-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45.86

Test 5 of 6

DIME Test ID: 2021-09-20-3-5
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: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1415.58 lb
Span length for Sample 1 9 in
Break location for Sample 1 PCC
Specimen defects/notes for Sample 1 no data
Surface type for Sample 1 SSD
Modulus of rupture (R) for Sample 1 707.79 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1604.29 lb
Span length for Sample 2 9 in
Break location for Sample 2 PCC
Specimen defects/notes for Sample 2 no data
Surface type for Sample 2 SSD
Modulus of rupture (R) for Sample 2 802.145 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1553.99 lb
Span length for Sample 3 9 in
Break location for Sample 3 PCC
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 776.995 psi

Test 6 of 6

DIME Test ID: 2021-09-20-3-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 75 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.94 grams
Weight at 10 minutes 99.862 grams
Weight at 15 minutes 99.74 grams
Weight at 20 minutes 99.629 grams
Weight at 25 minutes 99.571 grams
Weight at 30 minutes 99.464 grams
Final weight 99.46 grams
Total weight loss 0.54 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 29.029 grams/m^2

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.