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Sample Record for 2020-10-13-6

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Project Information

Project ID: 215029 DEA: 120Q8504 EFIS: 1217000116 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-34.5/37.4
Work Description: PLACE POLYESTER CONCRETE ON 3 BRIDGES & REPLACE CONCRETE BARRIERS.
Location Description: ORANGE COUNTY IN ORANGE AND ANAHEIM FROM 0.1 MILE NORTH OF SANTA ANA RIVER BRIDGE TO HARBOR BOULEVARD OVERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIR W, IRVINE CA 92606
Resident Engineer: Kifah Ramadan Structure Rep.: Ronagh-Langroodi, Bijan

Sample Information

DIME Sample ID: 2020-10-13-6
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: 10/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2020
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): 1284806
Batch number: 1284806
Mix number: 1284806

Test Results

Test 1 of 6

DIME Test ID: 2020-10-13-6-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
Additional Comments When Verified:
Viscosity 100

Test 2 of 6

DIME Test ID: 2020-10-13-6-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
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 3280 psi
Sample 1 Thickness 0.25 in
Sample 1 Area 0.1218 in^2
Sample 1 Ultimate Strength Actual 399.5 lbs
Sample 1 percent elongation 66.6 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.25 in
Sample 2 Area 0.1218 in^2
Sample 2 Ultimate strength 3116.6 psi
Sample 2 Ultimate Strength Actual 379.6 lbs
Sample 2 percent elongation 56.45 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.243 in
Sample 3 Area 0.1183 in^2
Sample 3 Ultimate strength 3503.8 psi
Sample 3 Ultimate Strength Actual 414.5 lbs
Sample 3 percent elongation 68.67 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.25 in
Sample 4 Area 0.1218 in^2
Sample 4 Ultimate strength 3325.1 psi
Sample 4 Ultimate Strength Actual 405 lbs
Sample 4 percent elongation 65.08 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.252 in
Sample 5 Area 0.1227 in^2
Sample 5 Ultimate strength 3269.8 psi
Sample 5 Ultimate Strength Actual 401.2 lbs
Sample 5 percent elongation 63.03 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.487 in
Sample 6 Thickness 0.249 in
Sample 6 Area 0.1213 in^2
Sample 6 Ultimate strength 3382.5 psi
Sample 6 Ultimate Strength Actual 410.3 lbs
Sample 6 percent elongation 66.04 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3313 psi
Percent Elongation Average 64 %

Test 3 of 6

DIME Test ID: 2020-10-13-6-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
Additional Comments When Verified:
Mean of two volatile content determination 46

Test 4 of 6

DIME Test ID: 2020-10-13-6-5
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: 10/21/2020
Date Tested: 10/21/2020
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:
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1254 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 1 627 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1196 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 2 598 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1277 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 3 638.5 psi

Test 5 of 6

DIME Test ID: 2020-10-13-6-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.964 grams
Weight at 10 minutes 99.892 grams
Weight at 15 minutes 99.707 grams
Weight at 20 minutes 99.634 grams
Weight at 25 minutes 99.578 grams
Weight at 30 minutes 99.393 grams
Final weight 99.39 grams
Total weight loss 0.61 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 32.792 grams/m^2

Test 6 of 6

DIME Test ID: 2020-10-13-6-7
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/21/2020
Date Tested: 10/21/2020
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:
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Tests Assigned to this Sample

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