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: 2020-08-04-26
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: 08/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2020
The quantity of what the sample constitutes: 34 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 Reichhold
DIME Test ID: 2020-08-04-26-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 12/04/2020
Date Tested: 10/30/2020
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: 2020-08-04-26-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/04/2020
Date Tested: 10/30/2020
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: Specimens 2, 3 & 5 not used due to flaws. Averages below based on Specimens 1 & 4.
Average Strength: 3500.5 psi / Average Elongation: 41.5%
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
|
0.497 in
|
|
Sample 1 Ultimate strength
|
3531.7 psi
|
|
Sample 1 Thickness
|
0.1267 in
|
|
Sample 1 Area
|
0.063 in^2
|
|
Sample 1 Ultimate Strength Actual
|
222.5 lbs
|
|
Sample 1 percent elongation
|
43.1 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.497 in
|
|
Sample 2 Thickness
|
0.1199 in
|
|
Sample 2 Area
|
0.0596 in^2
|
|
Sample 2 Ultimate strength
|
3364.1 psi
|
|
Sample 2 Ultimate Strength Actual
|
200.5 lbs
|
|
Sample 2 percent elongation
|
21 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.498 in
|
|
Sample 3 Thickness
|
0.1339 in
|
|
Sample 3 Area
|
0.0667 in^2
|
|
Sample 3 Ultimate strength
|
1524.7 psi
|
|
Sample 3 Ultimate Strength Actual
|
101.7 lbs
|
|
Sample 3 percent elongation
|
1.3 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.497 in
|
|
Sample 4 Thickness
|
0.131 in
|
|
Sample 4 Area
|
0.0651 in^2
|
|
Sample 4 Ultimate strength
|
3468.5 psi
|
|
Sample 4 Ultimate Strength Actual
|
225.8 lbs
|
|
Sample 4 percent elongation
|
39.9 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.5 in
|
|
Sample 5 Thickness
|
0.1292 in
|
|
Sample 5 Area
|
0.0646 in^2
|
|
Sample 5 Ultimate strength
|
3644 psi
|
|
Sample 5 Ultimate Strength Actual
|
235.4 lbs
|
|
Sample 5 percent elongation
|
17.7 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Sample 6 Width
|
0.502 in
|
|
Sample 6 Thickness
|
0.1408 in
|
|
Sample 6 Area
|
0.0707 in^2
|
|
Sample 6 Ultimate strength
|
3043.8 psi
|
|
Sample 6 Ultimate Strength Actual
|
215.2 lbs
|
|
Sample 6 percent elongation
|
17.8 %
|
|
Sample 6 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3096 psi
|
|
Percent Elongation Average
|
23 %
|
