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Sample Record for 2020-10-16-4

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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: 2020-10-16-4
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: 10/16/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2020
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 Polynt

Material Information

Mfg. Lot Number(s): 1284815
Batch number: 1284815
Mix number: 1284815

Test Results

Test 1 of 6

DIME Test ID: 2020-10-16-4-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 11/02/2020
Date Tested: 11/02/2020
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: Accepted based on supplier results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 99

Test 2 of 6

DIME Test ID: 2020-10-16-4-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 11/02/2020
Date Tested: 11/02/2020
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: Accepted based on supplier results.
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.99

Test 3 of 6

DIME Test ID: 2020-10-16-4-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 11/02/2020
Date Tested: 11/02/2020
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: Accepted based on supplier 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 0.486 in
Sample 1 Ultimate strength 3283.7 psi
Sample 1 Thickness 0.243 in
Sample 1 Area 0.1181 in^2
Sample 1 Ultimate Strength Actual 387.8 lbs
Sample 1 percent elongation 57.91 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.24 in
Sample 2 Area 0.1169 in^2
Sample 2 Ultimate strength 3354.1 psi
Sample 2 Ultimate Strength Actual 392.1 lbs
Sample 2 percent elongation 63.08 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.489 in
Sample 3 Thickness 0.24 in
Sample 3 Area 0.1174 in^2
Sample 3 Ultimate strength 3368.8 psi
Sample 3 Ultimate Strength Actual 395.5 lbs
Sample 3 percent elongation 62.45 %
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 3307.1 psi
Sample 4 Ultimate Strength Actual 402.8 lbs
Sample 4 percent elongation 60.96 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.251 in
Sample 5 Area 0.1222 in^2
Sample 5 Ultimate strength 3346.2 psi
Sample 5 Ultimate Strength Actual 408.9 lbs
Sample 5 percent elongation 62.33 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.488 in
Sample 6 Thickness 0.252 in
Sample 6 Area 0.123 in^2
Sample 6 Ultimate strength 3334.1 psi
Sample 6 Ultimate Strength Actual 410.1 lbs
Sample 6 percent elongation 59.41 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3332 psi
Percent Elongation Average 61 %

Test 4 of 6

DIME Test ID: 2020-10-16-4-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 11/02/2020
Date Tested: 11/02/2020
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: Accepted based on supplier results.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.2

Test 5 of 6

DIME Test ID: 2020-10-16-4-5
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: 11/02/2020
Date Tested: 11/02/2020
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: Accepted based on supplier results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1520.8 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 1 760.4 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1421.8 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 2 710.9 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1426.8 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 3 713.4 psi

Test 6 of 6

DIME Test ID: 2020-10-16-4-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 11/02/2020
Date Tested: 11/02/2020
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: Accepted based on supplier results.
Test Result Compliance: complies
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 99.909 grams
Weight at 10 minutes 99.871 grams
Weight at 15 minutes 99.789 grams
Weight at 20 minutes 99.627 grams
Weight at 25 minutes 99.545 grams
Weight at 30 minutes 99.484 grams
Final weight 99.48 grams
Total weight loss 0.52 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 27.954 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.