Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993271 DEA: 11430604 EFIS: 1119000026
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8,805-5.6/17.4
Work Description: INSTALL HIGH FRICTION SURFACE TREATMENT
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN SAN DIEGO COUNTY IN SAN DIEGO ON ROUTE 8 AT ROUTE 15/8 SEPARATION AND ON ROUTE 805 AT NORTHBOUND 805 TO EASTBOUND 8 CONNECTOR
Contractor Name: HAZARD CONSTRUCTION COMPANY
Contractor Address: 10529 Vine Street, Lakeside, CA, 92040
Resident Engineer: Genaro Genel-Trujillo Structure Rep.: Unknown
DIME Sample ID: 2022-05-31-17
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Quality Assurance
Type of Material: High Friction Surface Treatment
Sample Taken Date: 05/31/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2022
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: 943113
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2022-05-31-17-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/09/2022
Date Tested: 06/07/2022
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: 2022-05-31-17-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/09/2022
Date Tested: 06/08/2022
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:
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Number of specimens tested
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5
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|
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
|
0.143 in
|
|
Sample 1 Ultimate strength
|
3556.8 psi
|
|
Sample 1 Thickness
|
0.492 in
|
|
Sample 1 Area
|
0.0704 in^2
|
|
Sample 1 Ultimate Strength Actual
|
250.4 lbs
|
|
Sample 1 percent elongation
|
47.2 %
|
|
Sample 1 Time
|
0 MM:SS
|
|
Sample 2 Width
|
0.145 in
|
|
Sample 2 Thickness
|
0.495 in
|
|
Sample 2 Area
|
0.0718 in^2
|
|
Sample 2 Ultimate strength
|
3565.5 psi
|
|
Sample 2 Ultimate Strength Actual
|
256 lbs
|
|
Sample 2 percent elongation
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44.7 %
|
|
Sample 2 Time
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0 MM:SS
|
|
Sample 3 Width
|
0.147 in
|
|
Sample 3 Thickness
|
0.496 in
|
|
Sample 3 Area
|
0.0729 in^2
|
|
Sample 3 Ultimate strength
|
3521.3 psi
|
|
Sample 3 Ultimate Strength Actual
|
256.7 lbs
|
|
Sample 3 percent elongation
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43.5 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.139 in
|
|
Sample 4 Thickness
|
0.493 in
|
|
Sample 4 Area
|
0.0685 in^2
|
|
Sample 4 Ultimate strength
|
3508 psi
|
|
Sample 4 Ultimate Strength Actual
|
240.3 lbs
|
|
Sample 4 percent elongation
|
43.8 %
|
|
Sample 4 Time
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0 MM:SS
|
|
Sample 5 Width
|
0.13 in
|
|
Sample 5 Thickness
|
0.493 in
|
|
Sample 5 Area
|
0.0641 in^2
|
|
Sample 5 Ultimate strength
|
3650.5 psi
|
|
Sample 5 Ultimate Strength Actual
|
234 lbs
|
|
Sample 5 percent elongation
|
45.6 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Ultimate Strength Average
|
3560 psi
|
|
Percent Elongation Average
|
45 %
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