Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214352 DEA: 07332704 EFIS: 0716000290
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-18.3
Work Description: APPLY HIGH FRICTION SURFACE TREATMENT, LANDSCAPE, & IRRIGATION WORK.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5
Contractor Name: WESTCOAST PUBLIC WORKS INC
Contractor Address: 20058 VENTURA BLVD, #318;, WOODLAND HILLS CA 91364
Resident Engineer: Sepand Minovi Structure Rep.: Unknown
DIME Sample ID: 2021-04-09-20
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: 04/09/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/09/2021
The quantity of what the sample constitutes: 36 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
DIME Test ID: 2021-04-09-20-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/28/2021
Date Tested: 05/10/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2021-04-09-20-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 05/28/2021
Date Tested: 04/15/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted based on supplier results
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested
|
5
|
Conditioning procedure
|
18/25/50+5/70
|
Speed of testing
|
0.45 in/min
|
Sample 1 Width
|
0.5 in
|
Sample 1 Ultimate strength
|
4094.5 psi
|
Sample 1 Thickness
|
0.127 in
|
Sample 1 Area
|
0.0635 in^2
|
Sample 1 Ultimate Strength Actual
|
260 lbs
|
Sample 1 percent elongation
|
36 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.5 in
|
Sample 2 Thickness
|
0.126 in
|
Sample 2 Area
|
0.063 in^2
|
Sample 2 Ultimate strength
|
4000 psi
|
Sample 2 Ultimate Strength Actual
|
252 lbs
|
Sample 2 percent elongation
|
40 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.5 in
|
Sample 3 Thickness
|
0.126 in
|
Sample 3 Area
|
0.063 in^2
|
Sample 3 Ultimate strength
|
4015.9 psi
|
Sample 3 Ultimate Strength Actual
|
253 lbs
|
Sample 3 percent elongation
|
53 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.5 in
|
Sample 4 Thickness
|
0.126 in
|
Sample 4 Area
|
0.063 in^2
|
Sample 4 Ultimate strength
|
3857.1 psi
|
Sample 4 Ultimate Strength Actual
|
243 lbs
|
Sample 4 percent elongation
|
25 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.5 in
|
Sample 5 Thickness
|
0.134 in
|
Sample 5 Area
|
0.067 in^2
|
Sample 5 Ultimate strength
|
3925.4 psi
|
Sample 5 Ultimate Strength Actual
|
263 lbs
|
Sample 5 percent elongation
|
49 %
|
Sample 5 Time
|
0 MM:SS
|
Ultimate Strength Average
|
3979 psi
|
Percent Elongation Average
|
41 %
|