Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215707 DEA: 030J9004 EFIS: 0320000039
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT,PLA,SAC-50,51,80,99-VAR
Work Description: PLACE HMA AND APPLY HIGH FRICTION SURFACE TREATMENT.
Location Description: BUTTE, PLACER, AND SACRAMENTO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 95122
Resident Engineer: Hana Eissa Structure Rep.: Unknown
DIME Sample ID: 2021-11-02-15
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: 11/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/02/2021
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 Polynt
DIME Test ID: 2021-11-02-15-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 11/15/2021
Date Tested: 11/15/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2021-11-02-15-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 11/15/2021
Date Tested: 11/15/2021
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
|
40/25
|
Speed of testing
|
0.45 in/min
|
Sample 1 Width
|
0.5 in
|
Sample 1 Ultimate strength
|
4195.8 psi
|
Sample 1 Thickness
|
0.128 in
|
Sample 1 Area
|
0.064 in^2
|
Sample 1 Ultimate Strength Actual
|
268.531 lbs
|
Sample 1 percent elongation
|
58 %
|
Sample 1 Time
|
0 MM:SS
|
Sample 2 Width
|
0.5 in
|
Sample 2 Thickness
|
0.128 in
|
Sample 2 Area
|
0.064 in^2
|
Sample 2 Ultimate strength
|
3968.7 psi
|
Sample 2 Ultimate Strength Actual
|
253.997 lbs
|
Sample 2 percent elongation
|
49.1 %
|
Sample 2 Time
|
0 MM:SS
|
Sample 3 Width
|
0.5 in
|
Sample 3 Thickness
|
0.129 in
|
Sample 3 Area
|
0.0645 in^2
|
Sample 3 Ultimate strength
|
3886.4 psi
|
Sample 3 Ultimate Strength Actual
|
250.67 lbs
|
Sample 3 percent elongation
|
37 %
|
Sample 3 Time
|
0 MM:SS
|
Sample 4 Width
|
0.5 in
|
Sample 4 Thickness
|
0.127 in
|
Sample 4 Area
|
0.0635 in^2
|
Sample 4 Ultimate strength
|
4260.1 psi
|
Sample 4 Ultimate Strength Actual
|
270.516 lbs
|
Sample 4 percent elongation
|
60.4 %
|
Sample 4 Time
|
0 MM:SS
|
Sample 5 Width
|
0.5 in
|
Sample 5 Thickness
|
0.125 in
|
Sample 5 Area
|
0.0625 in^2
|
Sample 5 Ultimate strength
|
4188.6 psi
|
Sample 5 Ultimate Strength Actual
|
261.79 lbs
|
Sample 5 percent elongation
|
59.7 %
|
Sample 5 Time
|
0 MM:SS
|
Ultimate Strength Average
|
4100 psi
|
Percent Elongation Average
|
53 %
|