Sample Record for 2024-07-25-43
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994889 DEA: 051M7304 EFIS: 0520000055
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-17-3.2/11.3
Work Description: HIGH FRICTION SURFACE TREATMENT, COLD PLANE AND PLACE HMA.
Location Description: SANTA CRUZ COUNTY IN AND NEAR SCOTT VALLEY FROM SOUTH OF MT HERMON ROAD TO 0.6 MILE NORTH OF GLENWOOD DRIVE
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 350 Technology Drive, Watsonville, CA 95076
Resident Engineer: Farshad Keshavarzi Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-07-25-43
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: 07/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2024
The quantity of what the sample constitutes: 1 tanker
A brief description of the sample: 1 gallon can / HFST RESIN
From where was the sample collected: Source
Laboratory sample identification: 000101KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
Material Information
Mgf. Lot Number(s): AZ4G01112
Batch Number: AZ4G01112
Mix Number: AZ4G01112
Resin Binder Type: Polyester
Used for Overlay: Yes
Used for Inlay: No
Test Results
Test 1 of 3
DIME Test ID: 2024-07-25-43-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/27/2024
Date Tested: 08/27/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: ASTM C881 (Gel time): 25 mins.
ASTM D1640 (Cure rate): 1.58 hrs.
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 3
DIME Test ID: 2024-07-25-43-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
This test has been superseded on 08/27/2024. The corrected test ID is: 2024-07-25-43-3
Reason: corrected
Test 3 of 3
DIME Test ID: 2024-07-25-43-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/27/2024
Date Tested: 08/27/2024
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: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted vendor's results.
The test was superseded from test ID: 2024-07-25-43-2
Test Result Compliance: complies
Additional Comments When Verified:
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Number of specimens tested
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6
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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
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0.131 in
|
|
Sample 1 Ultimate strength
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3846.2 psi
|
|
Sample 1 Thickness
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0.486 in
|
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Sample 1 Area
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0.0637 in^2
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|
Sample 1 Ultimate Strength Actual
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245 lbs
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|
Sample 1 percent elongation
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68 %
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|
Sample 1 Time
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no data0 MM:SS
|
|
Sample 2 Width
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0.129 in
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|
Sample 2 Thickness
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0.493 in
|
|
Sample 2 Area
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0.0636 in^2
|
|
Sample 2 Ultimate strength
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3364.8 psi
|
|
Sample 2 Ultimate Strength Actual
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214 lbs
|
|
Sample 2 percent elongation
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55 %
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|
Sample 2 Time
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no data0 MM:SS
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|
Sample 3 Width
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0.144 in
|
|
Sample 3 Thickness
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0.488 in
|
|
Sample 3 Area
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0.0703 in^2
|
|
Sample 3 Ultimate strength
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3342.8 psi
|
|
Sample 3 Ultimate Strength Actual
|
235 lbs
|
|
Sample 3 percent elongation
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58 %
|
|
Sample 3 Time
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no data0 MM:SS
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|
Sample 4 Width
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0.13 in
|
|
Sample 4 Thickness
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0.492 in
|
|
Sample 4 Area
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0.064 in^2
|
|
Sample 4 Ultimate strength
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3453.1 psi
|
|
Sample 4 Ultimate Strength Actual
|
221 lbs
|
|
Sample 4 percent elongation
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59 %
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|
Sample 4 Time
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no data0 MM:SS
|
|
Sample 5 Width
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0.133 in
|
|
Sample 5 Thickness
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0.486 in
|
|
Sample 5 Area
|
0.0646 in^2
|
|
Sample 5 Ultimate strength
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3684.2 psi
|
|
Sample 5 Ultimate Strength Actual
|
238 lbs
|
|
Sample 5 percent elongation
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67 %
|
|
Sample 5 Time
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no data0 MM:SS
|
|
Sample 6 Width
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0.141 in
|
|
Sample 6 Thickness
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0.488 in
|
|
Sample 6 Area
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0.0688 in^2
|
|
Sample 6 Ultimate strength
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3677.3 psi
|
|
Sample 6 Ultimate Strength Actual
|
253 lbs
|
|
Sample 6 percent elongation
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67 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
3561 psi
|
|
Percent Elongation Average
|
62 %
|
