Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215150 DEA: 120P0304 EFIS: 1215000024
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-74-11.5/16.6
Work Description: PLACE HIGH FRICTION SURFACE TREATMENT, HMA & MIDWEST GUARDRAIL SYSTEM.
Location Description: ORANGE COUNTY NEAR SAN JUAN CAPISTRANO FROM 1.0 MILE WEST OF SAN JUAN HOT SPRINGS ROAD TO ORANGE COUNTY LINE
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court Suit D, Benicia, CA 95122
Resident Engineer: Arsalan Naderi Structure Rep.: Mohammad (Mo) Rousta
DIME Sample ID: 2022-12-15-28
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: 12/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/09/2023
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: 943764
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2022-12-15-28-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/29/2023
Date Tested: 01/13/2023
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: Gel time ASTM C881: 22 mins.
Cure rate ASTM D1640: 1.5 hrs.
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2022-12-15-28-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/29/2023
Date Tested: 12/22/2022
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
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Number of specimens tested
|
5
|
|
Conditioning procedure
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18/25/50+5/70
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|
Speed of testing
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0.45 in/min
|
|
Sample 1 Width
|
0.484 in
|
|
Sample 1 Ultimate strength
|
4413.5 psi
|
|
Sample 1 Thickness
|
0.141 in
|
|
Sample 1 Area
|
0.0682 in^2
|
|
Sample 1 Ultimate Strength Actual
|
301 lbs
|
|
Sample 1 percent elongation
|
70.46 %
|
|
Sample 1 Time
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0 MM:SS
|
|
Sample 2 Width
|
0.494 in
|
|
Sample 2 Thickness
|
0.138 in
|
|
Sample 2 Area
|
0.0682 in^2
|
|
Sample 2 Ultimate strength
|
3763.9 psi
|
|
Sample 2 Ultimate Strength Actual
|
256.7 lbs
|
|
Sample 2 percent elongation
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57.8 %
|
|
Sample 2 Time
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0 MM:SS
|
|
Sample 3 Width
|
0.494 in
|
|
Sample 3 Thickness
|
0.136 in
|
|
Sample 3 Area
|
0.0672 in^2
|
|
Sample 3 Ultimate strength
|
4011.9 psi
|
|
Sample 3 Ultimate Strength Actual
|
269.6 lbs
|
|
Sample 3 percent elongation
|
63.95 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.494 in
|
|
Sample 4 Thickness
|
0.141 in
|
|
Sample 4 Area
|
0.0697 in^2
|
|
Sample 4 Ultimate strength
|
4084.6 psi
|
|
Sample 4 Ultimate Strength Actual
|
284.7 lbs
|
|
Sample 4 percent elongation
|
66.11 %
|
|
Sample 4 Time
|
0 MM:SS
|
|
Sample 5 Width
|
0.482 in
|
|
Sample 5 Thickness
|
0.15 in
|
|
Sample 5 Area
|
0.0723 in^2
|
|
Sample 5 Ultimate strength
|
4141.1 psi
|
|
Sample 5 Ultimate Strength Actual
|
299.4 lbs
|
|
Sample 5 percent elongation
|
67.7 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
4083 psi
|
|
Percent Elongation Average
|
65 %
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