Print Report | Back to Sample Detail

Sample Record for 2020-10-16-5

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214260 DEA: 120Q3004 EFIS: 1216000123 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-37.4
Work Description: MODIFY ELECTRICAL SYSTEM AND PLACE HIGH FRICTION SURFACE TREATMENT.
Location Description: ORANGE COUNTY IN ANAHEIM AT HARBOR BOULEVARD OVERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 1792 KAISER AVENUE, IRVINE, CA 92614
Resident Engineer: Franklin Luna Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-10-16-5
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: 1 Tanker & 16 Totes
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): 1286139
Batch number: 1286139
Mix number: 1286139

Test Results

Test 1 of 2

DIME Test ID: 2020-10-16-5-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/21/2020
Date Tested: 12/18/2020
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 vendor's results
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1550

Test 2 of 2

DIME Test ID: 2020-10-16-5-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/21/2020
Date Tested: 12/21/2020
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: Accepted vendor's 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 0.492 in
Sample 1 Ultimate strength 2823.1 psi
Sample 1 Thickness 0.145 in
Sample 1 Area 0.0713 in^2
Sample 1 Ultimate Strength Actual 201.29 lbs
Sample 1 percent elongation 42.28 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.493 in
Sample 2 Thickness 0.143 in
Sample 2 Area 0.0705 in^2
Sample 2 Ultimate strength 3356.7 psi
Sample 2 Ultimate Strength Actual 236.65 lbs
Sample 2 percent elongation 61.32 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.492 in
Sample 3 Thickness 0.142 in
Sample 3 Area 0.0699 in^2
Sample 3 Ultimate strength 3266.7 psi
Sample 3 Ultimate Strength Actual 228.34 lbs
Sample 3 percent elongation 56.94 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.492 in
Sample 4 Thickness 0.144 in
Sample 4 Area 0.0708 in^2
Sample 4 Ultimate strength 3517.4 psi
Sample 4 Ultimate Strength Actual 249.03 lbs
Sample 4 percent elongation 62.94 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.494 in
Sample 5 Thickness 0.137 in
Sample 5 Area 0.0677 in^2
Sample 5 Ultimate strength 3477.7 psi
Sample 5 Ultimate Strength Actual 235.44 lbs
Sample 5 percent elongation 63.79 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.494 in
Sample 6 Thickness 0.143 in
Sample 6 Area 0.0706 in^2
Sample 6 Ultimate strength 3348.3 psi
Sample 6 Ultimate Strength Actual 236.39 lbs
Sample 6 percent elongation 61.24 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3298 psi
Percent Elongation Average 58 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.