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Sample Record for 2020-02-25-2

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Project Information

Project ID: 213977 DEA: 081J1404 EFIS: 0817000214 QA Service Level: 1
DIST-CO-RTE-PM: 08--,40&58-
Work Description:
Location Description:
Contractor Name: RV CONCRETE INC
Contractor Address: 605 E. COMMERCIAL ST., ANAHEIM CA 92801
Resident Engineer: Khoa Nguyen Structure Rep.: Leonard Romero

Sample Information

DIME Sample ID: 2020-02-25-2
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: 02/25/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/25/2020
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): 1234812
Batch number: 1234812
Mix number: 1234812

Test Results

Test 1 of 6

DIME Test ID: 2020-02-25-2-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/25/2020
Date Tested: 03/25/2020
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) 8.91

Test 2 of 6

DIME Test ID: 2020-02-25-2-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/25/2020
Date Tested: 03/25/2020
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: 2020-02-25-2-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/25/2020
Date Tested: 03/25/2020
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 44

Test 4 of 6

DIME Test ID: 2020-02-25-2-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/25/2020
Date Tested: 03/25/2020
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 0.48 in
Sample 1 Ultimate strength 3183.5 psi
Sample 1 Thickness 0.26 in
Sample 1 Area 0.1248 in^2
Sample 1 Ultimate Strength Actual 397.3 lbs
Sample 1 percent elongation 51.8 %
Sample 1 Time 3 MM:SS
Sample 2 Width 0.481 in
Sample 2 Thickness 0.27 in
Sample 2 Area 0.1299 in^2
Sample 2 Ultimate strength 3121.6 psi
Sample 2 Ultimate Strength Actual 405.5 lbs
Sample 2 percent elongation 58.3 %
Sample 2 Time 3 MM:SS
Sample 3 Width 0.482 in
Sample 3 Thickness 0.259 in
Sample 3 Area 0.1248 in^2
Sample 3 Ultimate strength 3116.2 psi
Sample 3 Ultimate Strength Actual 388.9 lbs
Sample 3 percent elongation 58.6 %
Sample 3 Time 4 MM:SS
Sample 4 Width 0.483 in
Sample 4 Thickness 0.258 in
Sample 4 Area 0.1246 in^2
Sample 4 Ultimate strength 3027.3 psi
Sample 4 Ultimate Strength Actual 377.2 lbs
Sample 4 percent elongation 46.6 %
Sample 4 Time 3 MM:SS
Sample 5 Width 0.482 in
Sample 5 Thickness 0.267 in
Sample 5 Area 0.1287 in^2
Sample 5 Ultimate strength 2916.9 psi
Sample 5 Ultimate Strength Actual 375.4 lbs
Sample 5 percent elongation 50.1 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.482 in
Sample 6 Thickness 0.267 in
Sample 6 Area 0.1287 in^2
Sample 6 Ultimate strength 2982.1 psi
Sample 6 Ultimate Strength Actual 383.8 lbs
Sample 6 percent elongation 53.1 %
Sample 6 Time 3 MM:SS
Ultimate Strength Average 3058 psi
Percent Elongation Average 53 %

Test 5 of 6

DIME Test ID: 2020-02-25-2-5
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: 03/25/2020
Date Tested: 03/25/2020
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 1494 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 1 747 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1454 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 2 727 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1280 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 3 640 psi

Test 6 of 6

DIME Test ID: 2020-02-25-2-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/25/2020
Date Tested: 03/25/2020
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 153.9 mm
Room Temperature 71.4 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 100 grams
Weight at 10 minutes 99.8 grams
Weight at 15 minutes 99.8 grams
Weight at 20 minutes 99.7 grams
Weight at 25 minutes 99.6 grams
Weight at 30 minutes 99.5 grams
Final weight 99.5 grams
Total weight loss 0.5 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 26.879 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.