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Sample Record for 2020-09-23-17

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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: 2020-09-23-17
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: 09/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2020
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): 1278018
Batch number: 1278018
Mix number: 1278018

Test Results

Test 1 of 6

DIME Test ID: 2020-09-23-17-1
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 96

Test 2 of 6

DIME Test ID: 2020-09-23-17-2
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:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 3 of 6

DIME Test ID: 2020-09-23-17-3
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:
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 0.481 in
Sample 1 Ultimate strength 2814.5 psi
Sample 1 Thickness 0.26 in
Sample 1 Area 0.1251 in^2
Sample 1 Ultimate Strength Actual 352.1 lbs
Sample 1 percent elongation 55.5 %
Sample 1 Time 4 MM:SS
Sample 2 Width 0.481 in
Sample 2 Thickness 0.254 in
Sample 2 Area 0.1222 in^2
Sample 2 Ultimate strength 2493.5 psi
Sample 2 Ultimate Strength Actual 304.7 lbs
Sample 2 percent elongation 34.6 %
Sample 2 Time 2 MM:SS
Sample 3 Width 0.481 in
Sample 3 Thickness 0.259 in
Sample 3 Area 0.1246 in^2
Sample 3 Ultimate strength 2549.8 psi
Sample 3 Ultimate Strength Actual 317.7 lbs
Sample 3 percent elongation 30.9 %
Sample 3 Time 2 MM:SS
Sample 4 Width 0.482 in
Sample 4 Thickness 0.258 in
Sample 4 Area 0.1244 in^2
Sample 4 Ultimate strength 2447.7 psi
Sample 4 Ultimate Strength Actual 304.5 lbs
Sample 4 percent elongation 36.2 %
Sample 4 Time 2 MM:SS
Sample 5 Width 0.482 in
Sample 5 Thickness 0.257 in
Sample 5 Area 0.1239 in^2
Sample 5 Ultimate strength 2551.3 psi
Sample 5 Ultimate Strength Actual 316.1 lbs
Sample 5 percent elongation 45.2 %
Sample 5 Time 3 MM:SS
Sample 6 Width 0.482 in
Sample 6 Thickness 0.255 in
Sample 6 Area 0.1229 in^2
Sample 6 Ultimate strength 2483.3 psi
Sample 6 Ultimate Strength Actual 305.2 lbs
Sample 6 percent elongation 44.7 %
Sample 6 Time 2 MM:SS
Ultimate Strength Average 2557 psi
Percent Elongation Average 41 %

Test 4 of 6

DIME Test ID: 2020-09-23-17-4
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46

Test 5 of 6

DIME Test ID: 2020-09-23-17-5
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:
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1588 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 1 794 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1192 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 2 596 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1656 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 3 828 psi

Test 6 of 6

DIME Test ID: 2020-09-23-17-6
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:
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 154.8 mm
Room Temperature 71.2 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.8 grams
Weight at 10 minutes 99.7 grams
Weight at 15 minutes 99.6 grams
Weight at 20 minutes 99.5 grams
Weight at 25 minutes 99.5 grams
Weight at 30 minutes 99.4 grams
Final weight 99.4 grams
Total weight loss 0.6 grams
Calculated radius of gallon can lid in cm 7.74 cm
Lid Factor 53.134 m^2
Volatile emission 31.88 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.