Sample Record for 2022-08-08-71
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Project Information
Project ID: 215784 DEA: 051G2604 EFIS: 0514000131
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-17-9.1/9.9
Work Description: CONSTRUCT STRUCTURAL CONCRETE BRIDGE AND ELECTRIFIED BARRIER SYSTEMS.
Location Description: SANTA CRUZ COUNTY NEAR SCOTTS VALLEY FROM 0.6 MILE SOUTH OF LAUREL ROAD TO 0.2 MILE NORTH OF LAUREL ROAD
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 5225 Hellyer Ave, Suite 220, San Jose, CA 95138
Resident Engineer: Farshad Keshavarzi Structure Rep.: Juan Moreno
Sample Information
DIME Sample ID: 2022-08-08-71
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: 08/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2022
The quantity of what the sample constitutes: 9 totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943752
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
Material Information
Mgf. Lot Number(s): 1421669
Batch Number: 1421669
Mix Number: 1421669
Resin Binder Type: Epoxy
Used for Overlay: Yes
Used for Inlay: No
Test Results
Test 1 of 3
DIME Test ID: 2022-08-08-71-1
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) 594-1991
This test has been superseded on 03/24/2023.
Reason: retested
Test 2 of 3
DIME Test ID: 2022-08-08-71-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/24/2023
Date Tested: 08/15/2022
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
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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
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0.485 in
|
|
Sample 1 Ultimate strength
|
3749 psi
|
|
Sample 1 Thickness
|
0.169 in
|
|
Sample 1 Area
|
0.082 in^2
|
|
Sample 1 Ultimate Strength Actual
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307.42 lbs
|
|
Sample 1 percent elongation
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58.68 %
|
|
Sample 1 Time
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0 MM:SS
|
|
Sample 2 Width
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0.483 in
|
|
Sample 2 Thickness
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0.163 in
|
|
Sample 2 Area
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0.0787 in^2
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|
Sample 2 Ultimate strength
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3659.5 psi
|
|
Sample 2 Ultimate Strength Actual
|
288 lbs
|
|
Sample 2 percent elongation
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54.92 %
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|
Sample 2 Time
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0 MM:SS
|
|
Sample 3 Width
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0.483 in
|
|
Sample 3 Thickness
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0.15 in
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Sample 3 Area
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0.0725 in^2
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|
Sample 3 Ultimate strength
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3958.6 psi
|
|
Sample 3 Ultimate Strength Actual
|
287 lbs
|
|
Sample 3 percent elongation
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62.08 %
|
|
Sample 3 Time
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0 MM:SS
|
|
Sample 4 Width
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0.483 in
|
|
Sample 4 Thickness
|
0.157 in
|
|
Sample 4 Area
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0.0758 in^2
|
|
Sample 4 Ultimate strength
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4076.5 psi
|
|
Sample 4 Ultimate Strength Actual
|
309 lbs
|
|
Sample 4 percent elongation
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64.04 %
|
|
Sample 4 Time
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0 MM:SS
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|
Sample 5 Width
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0.491 in
|
|
Sample 5 Thickness
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0.138 in
|
|
Sample 5 Area
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0.0678 in^2
|
|
Sample 5 Ultimate strength
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3997.1 psi
|
|
Sample 5 Ultimate Strength Actual
|
271 lbs
|
|
Sample 5 percent elongation
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63.14 %
|
|
Sample 5 Time
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0 MM:SS
|
|
Ultimate Strength Average
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3888 psi
|
|
Percent Elongation Average
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61 %
|
Test 3 of 3
DIME Test ID: 2022-08-08-71-3
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/24/2023
Date Tested: 11/14/2022
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:
