Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994289 DEA: 042Q2504 EFIS: 0418000442
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-80,580,680-Various
Work Description: HIGH FRICTION SURFACE TREATMENT.
Location Description: ALAMEDA COUNTY ON ROUTE 80,580 AND 680 AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC (Julio Gallardo)
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510
Resident Engineer: Harpal Chahal Structure Rep.: Bettie Geng
DIME Sample ID: 2023-05-30-25
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: High Friction Surface Treatment
Sample Taken Date: 05/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/31/2023
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: 943802
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2023-05-30-25-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
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
Data has not been verified.
DIME Test ID: 2023-05-30-25-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/28/2023
Date Tested: 06/06/2023
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 supplier'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
|
0.145 in
|
|
Sample 1 Ultimate strength
|
3722.6 psi
|
|
Sample 1 Thickness
|
0.485 in
|
|
Sample 1 Area
|
0.0703 in^2
|
|
Sample 1 Ultimate Strength Actual
|
261.7 lbs
|
|
Sample 1 percent elongation
|
61.1 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.149 in
|
|
Sample 2 Thickness
|
0.487 in
|
|
Sample 2 Area
|
0.0726 in^2
|
|
Sample 2 Ultimate strength
|
3888.4 psi
|
|
Sample 2 Ultimate Strength Actual
|
282.3 lbs
|
|
Sample 2 percent elongation
|
66.7 %
|
|
Sample 2 Time
|
0 MM:SS
|
|
Sample 3 Width
|
0.148 in
|
|
Sample 3 Thickness
|
0.486 in
|
|
Sample 3 Area
|
0.0719 in^2
|
|
Sample 3 Ultimate strength
|
3862.3 psi
|
|
Sample 3 Ultimate Strength Actual
|
277.7 lbs
|
|
Sample 3 percent elongation
|
65.9 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.145 in
|
|
Sample 4 Thickness
|
0.487 in
|
|
Sample 4 Area
|
0.0706 in^2
|
|
Sample 4 Ultimate strength
|
3624.6 psi
|
|
Sample 4 Ultimate Strength Actual
|
255.9 lbs
|
|
Sample 4 percent elongation
|
61.4 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.142 in
|
|
Sample 5 Thickness
|
0.493 in
|
|
Sample 5 Area
|
0.07 in^2
|
|
Sample 5 Ultimate strength
|
3271.4 psi
|
|
Sample 5 Ultimate Strength Actual
|
229 lbs
|
|
Sample 5 percent elongation
|
48.4 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Sample 6 Width
|
0.152 in
|
|
Sample 6 Thickness
|
0.485 in
|
|
Sample 6 Area
|
0.0737 in^2
|
|
Sample 6 Ultimate strength
|
3426.1 psi
|
|
Sample 6 Ultimate Strength Actual
|
252.5 lbs
|
|
Sample 6 percent elongation
|
55.9 %
|
|
Sample 6 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3633 psi
|
|
Percent Elongation Average
|
60 %
|
