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Sample Record for 2020-10-12-39

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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.: Ramanathan, Kugan

Sample Information

DIME Sample ID: 2020-10-12-39
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: 10/12/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/12/2020
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): 1285849
Batch number: 1285849
Mix number: 1285849

Test Results

Test 1 of 6

DIME Test ID: 2020-10-12-39-1
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

Test 2 of 6

DIME Test ID: 2020-10-12-39-2
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 102

Test 3 of 6

DIME Test ID: 2020-10-12-39-3
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: 2020-10-12-39-4
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 3575.8 psi
Sample 1 Thickness 0.254 in
Sample 1 Area 0.1237 in^2
Sample 1 Ultimate Strength Actual 442.3 lbs
Sample 1 percent elongation 63.55 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.254 in
Sample 2 Area 0.1237 in^2
Sample 2 Ultimate strength 3476.9 psi
Sample 2 Ultimate Strength Actual 430.1 lbs
Sample 2 percent elongation 65.93 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.261 in
Sample 3 Area 0.1271 in^2
Sample 3 Ultimate strength 3372.9 psi
Sample 3 Ultimate Strength Actual 428.7 lbs
Sample 3 percent elongation 64.78 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.261 in
Sample 4 Area 0.1271 in^2
Sample 4 Ultimate strength 3422.9 psi
Sample 4 Ultimate Strength Actual 435.1 lbs
Sample 4 percent elongation 64.7 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.259 in
Sample 5 Area 0.1261 in^2
Sample 5 Ultimate strength 3396.4 psi
Sample 5 Ultimate Strength Actual 428.4 lbs
Sample 5 percent elongation 64.5 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.487 in
Sample 6 Thickness 0.252 in
Sample 6 Area 0.1227 in^2
Sample 6 Ultimate strength 3584.6 psi
Sample 6 Ultimate Strength Actual 439.9 lbs
Sample 6 percent elongation 68.35 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3471.6 psi
Percent Elongation Average 65.3 %

Test 5 of 6

DIME Test ID: 2020-10-12-39-5
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 74 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 37 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1944 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 2 972 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 2064 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 1032 psi

Test 6 of 6

DIME Test ID: 2020-10-12-39-6
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 99.977 grams
Weight at 10 minutes 99.956 grams
Weight at 15 minutes 99.846 grams
Weight at 20 minutes 99.69 grams
Weight at 25 minutes 99.659 grams
Weight at 30 minutes 99.636 grams
Final weight 99.636 grams
Total weight loss 0.364 grams
Calculated radius of gallon can lid in cm 7.7 cm
Lid Factor 53.757 m^2
Volatile emission 19.567 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.