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Sample Record for 2020-02-18-2

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Project Information

Project ID: 213829 DEA: 074W4604 EFIS: 0718000291 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14,405,710-Various
Work Description: REPLACE STR APPROACH SLABS AND PLACE DECK POLYESTER CONCRETE OVERLAY.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606-4414
Resident Engineer: Mohammad Izadpanah Structure Rep.: Quan Ho

Sample Information

DIME Sample ID: 2020-02-18-2
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: 02/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/18/2020
The quantity of what the sample constitutes: 36 Totes
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): 1233722
Batch number: 1233722
Mix number: 1233722
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2020-02-18-2-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/09/2020
Date Tested: 03/09/2020
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 2 of 6

DIME Test ID: 2020-02-18-2-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/09/2020
Date Tested: 03/09/2020
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:
Viscosity 107

Test 3 of 6

DIME Test ID: 2020-02-18-2-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/09/2020
Date Tested: 03/09/2020
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:
Mean of two volatile content determination 46

Test 4 of 6

DIME Test ID: 2020-02-18-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/09/2020
Date Tested: 03/09/2020
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:
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 2709.3 psi
Sample 1 Thickness 0.26 in
Sample 1 Area 0.1266 in^2
Sample 1 Ultimate Strength Actual 343 lbs
Sample 1 percent elongation 64.8 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.27 in
Sample 2 Area 0.1318 in^2
Sample 2 Ultimate strength 2473.4 psi
Sample 2 Ultimate Strength Actual 326 lbs
Sample 2 percent elongation 55.8 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.488 in
Sample 3 Thickness 0.272 in
Sample 3 Area 0.1327 in^2
Sample 3 Ultimate strength 2645.1 psi
Sample 3 Ultimate Strength Actual 351 lbs
Sample 3 percent elongation 59.5 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.489 in
Sample 4 Thickness 0.262 in
Sample 4 Area 0.1281 in^2
Sample 4 Ultimate strength 2607.3 psi
Sample 4 Ultimate Strength Actual 334 lbs
Sample 4 percent elongation 61.7 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.268 in
Sample 5 Area 0.1308 in^2
Sample 5 Ultimate strength 2683.5 psi
Sample 5 Ultimate Strength Actual 351 lbs
Sample 5 percent elongation 63.7 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.488 in
Sample 6 Thickness 0.262 in
Sample 6 Area 0.1279 in^2
Sample 6 Ultimate strength 2775.6 psi
Sample 6 Ultimate Strength Actual 355 lbs
Sample 6 percent elongation 63.6 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 2649 psi
Percent Elongation Average 62 %

Test 5 of 6

DIME Test ID: 2020-02-18-2-5
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: 03/09/2020
Date Tested: 03/09/2020
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:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1229.2 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 1 614.6 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1826 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 2 913 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1240 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 3 620 psi

Test 6 of 6

DIME Test ID: 2020-02-18-2-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/09/2020
Date Tested: 03/09/2020
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:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight no data
Initial weight 100 grams
Weight at 5 minutes 99.96 grams
Weight at 10 minutes 99.92 grams
Weight at 15 minutes 99.89 grams
Weight at 20 minutes 99.86 grams
Weight at 25 minutes 99.82 grams
Weight at 30 minutes 99.79 grams
Final weight 99.79 grams
Total weight loss 0.21 grams
Calculated radius of gallon can lid in cm 186.2 cm
Lid Factor 53.76 m^2
Volatile emission 11.29 grams/m^2