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Sample Record for 2020-09-16-8

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Project Information

Project ID: 214843 DEA: 060X6704 EFIS: 0618000229 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63,65,99,190,198-Var
Work Description: REPLACE BRIDGE DECK WITH POLYESTER CONCRETE OVERLAY & PLACE CONCRETE.
Location Description: TULARE COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 1792 Kaiser Ave., Irvine, CA 92614
Resident Engineer: Jake Garcia Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-09-16-8
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: 09/16/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2020
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 Reichhold

Material Information

Mfg. Lot Number(s): 1277262
Batch number: 1277262
Mix number: 1277262

Test Results

Test 1 of 6

DIME Test ID: 2020-09-16-8-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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) 8.83

Test 2 of 6

DIME Test ID: 2020-09-16-8-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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 104

Test 3 of 6

DIME Test ID: 2020-09-16-8-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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 46.1

Test 4 of 6

DIME Test ID: 2020-09-16-8-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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 3384 psi
Sample 1 Thickness 0.261 in
Sample 1 Area 0.1271 in^2
Sample 1 Ultimate Strength Actual 430 lbs
Sample 1 percent elongation 66.84 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.26 in
Sample 2 Area 0.1266 in^2
Sample 2 Ultimate strength 3191 psi
Sample 2 Ultimate Strength Actual 404 lbs
Sample 2 percent elongation 62.09 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.26 in
Sample 3 Area 0.1264 in^2
Sample 3 Ultimate strength 3256 psi
Sample 3 Ultimate Strength Actual 411 lbs
Sample 3 percent elongation 63.24 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.26 in
Sample 4 Area 0.1266 in^2
Sample 4 Ultimate strength 3263 psi
Sample 4 Ultimate Strength Actual 413 lbs
Sample 4 percent elongation 63.82 %
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 3501 psi
Sample 5 Ultimate Strength Actual 430 lbs
Sample 5 percent elongation 68.98 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.253 in
Sample 6 Area 0.123 in^2
Sample 6 Ultimate strength 3132 psi
Sample 6 Ultimate Strength Actual 385 lbs
Sample 6 percent elongation 59.18 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3288 psi
Percent Elongation Average 64.03 %

Test 5 of 6

DIME Test ID: 2020-09-16-8-5
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: 10/19/2020
Date Tested: 10/19/2020
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 1490 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 1 745 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1698 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 2 849 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1514 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 3 757 psi

Test 6 of 6

DIME Test ID: 2020-09-16-8-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/19/2020
Date Tested: 10/19/2020
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 99.83 grams
Weight at 10 minutes 99.79 grams
Weight at 15 minutes 99.712 grams
Weight at 20 minutes 99.545 grams
Weight at 25 minutes 99.46 grams
Weight at 30 minutes 99.415 grams
Final weight 99.415 grams
Total weight loss 0.585 grams
Calculated radius of gallon can lid in cm 7.7 cm
Lid Factor 53.757 m^2
Volatile emission 31.448 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.