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Sample Record for 2020-09-08-7

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Project Information

Project ID: 214625 DEA: 120R5404 EFIS: 1218000113 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-1.6/33.1
Work Description: Methacrylate deck seal treatment and polyester concrete overlay
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY AT VARIOUS LOCATIONS FROM EL CAMINO REAL UNDERCROSSING TO MAIN STREET OVERCROSSING
Contractor Name: VELARDE CONCRETE CONSTRUCTION
Contractor Address: 523 S. BRAND BLVD, SAN FERNANDO CA 91340
Resident Engineer: Arsalan Naderi Structure Rep.: Kugan Ramanathan

Sample Information

DIME Sample ID: 2020-09-08-7
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: 09/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2020
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): 1276282
Batch number: 1276282
Mix number: 1276282

Test Results

Test 1 of 6

DIME Test ID: 2020-09-08-7-1
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:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 2 of 6

DIME Test ID: 2020-09-08-7-2
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 107

Test 3 of 6

DIME Test ID: 2020-09-08-7-3
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46

Test 4 of 6

DIME Test ID: 2020-09-08-7-4
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:
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 0.482 in
Sample 1 Ultimate strength 3235.4 psi
Sample 1 Thickness 0.26 in
Sample 1 Area 0.1253 in^2
Sample 1 Ultimate Strength Actual 405.4 lbs
Sample 1 percent elongation 51.7 %
Sample 1 Time 3 MM:SS
Sample 2 Width 0.482 in
Sample 2 Thickness 0.263 in
Sample 2 Area 0.1268 in^2
Sample 2 Ultimate strength 3082 psi
Sample 2 Ultimate Strength Actual 390.8 lbs
Sample 2 percent elongation 49.5 %
Sample 2 Time 3 MM:SS
Sample 3 Width 0.482 in
Sample 3 Thickness 0.256 in
Sample 3 Area 0.1234 in^2
Sample 3 Ultimate strength 3438.4 psi
Sample 3 Ultimate Strength Actual 424.3 lbs
Sample 3 percent elongation 40 %
Sample 3 Time 2 MM:SS
Sample 4 Width 0.483 in
Sample 4 Thickness 0.26 in
Sample 4 Area 0.1256 in^2
Sample 4 Ultimate strength 3058.1 psi
Sample 4 Ultimate Strength Actual 384.1 lbs
Sample 4 percent elongation 50.8 %
Sample 4 Time 3 MM:SS
Sample 5 Width 0.481 in
Sample 5 Thickness 0.262 in
Sample 5 Area 0.126 in^2
Sample 5 Ultimate strength 3057.2 psi
Sample 5 Ultimate Strength Actual 385.21 lbs
Sample 5 percent elongation 43.5 %
Sample 5 Time 3 MM:SS
Sample 6 Width 0.482 in
Sample 6 Thickness 0.253 in
Sample 6 Area 0.1219 in^2
Sample 6 Ultimate strength 3362.6 psi
Sample 6 Ultimate Strength Actual 409.9 lbs
Sample 6 percent elongation 40.1 %
Sample 6 Time 2 MM:SS
Ultimate Strength Average 3206 psi
Percent Elongation Average 46 %

Test 5 of 6

DIME Test ID: 2020-09-08-7-5
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:
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1738 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 1 869 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1740 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 2 870 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1832 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 3 916 psi

Test 6 of 6

DIME Test ID: 2020-09-08-7-6
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:
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 154.57 mm
Room Temperature 71 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 100 grams
Weight at 10 minutes 99.9 grams
Weight at 15 minutes 99.8 grams
Weight at 20 minutes 99.8 grams
Weight at 25 minutes 99.7 grams
Weight at 30 minutes 99.6 grams
Final weight 99.6 grams
Total weight loss 0.4 grams
Calculated radius of gallon can lid in cm 7.729 cm
Lid Factor 53.285 m^2
Volatile emission 21.314 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.