Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Daniel Tecle Structure Rep.: Pha Tran
DIME Sample ID: 2022-01-04-24
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: 01/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/04/2022
The quantity of what the sample constitutes: 32 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: 2022-01-04-24-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 01/25/2022
Date Tested: 01/21/2022
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: 2022-01-04-24-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 01/25/2022
Date Tested: 01/17/2022
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 vendor's 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
|
4528.7 psi
|
|
Sample 1 Thickness
|
0.129 in
|
|
Sample 1 Area
|
0.0645 in^2
|
|
Sample 1 Ultimate Strength Actual
|
292.1 lbs
|
|
Sample 1 percent elongation
|
29.8 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.5 in
|
|
Sample 2 Thickness
|
0.127 in
|
|
Sample 2 Area
|
0.0635 in^2
|
|
Sample 2 Ultimate strength
|
3955.9 psi
|
|
Sample 2 Ultimate Strength Actual
|
251.2 lbs
|
|
Sample 2 percent elongation
|
49 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.5 in
|
|
Sample 3 Thickness
|
0.127 in
|
|
Sample 3 Area
|
0.0635 in^2
|
|
Sample 3 Ultimate strength
|
3926 psi
|
|
Sample 3 Ultimate Strength Actual
|
249.3 lbs
|
|
Sample 3 percent elongation
|
49.9 %
|
|
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
|
3830.2 psi
|
|
Sample 4 Ultimate Strength Actual
|
241.3 lbs
|
|
Sample 4 percent elongation
|
46 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.5 in
|
|
Sample 5 Thickness
|
0.124 in
|
|
Sample 5 Area
|
0.062 in^2
|
|
Sample 5 Ultimate strength
|
3729 psi
|
|
Sample 5 Ultimate Strength Actual
|
231.2 lbs
|
|
Sample 5 percent elongation
|
43.3 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3994 psi
|
|
Percent Elongation Average
|
44 %
|
