Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994265 DEA: 043K4404 EFIS: 0417000161
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-4-R1.0/R9.0
Work Description: INSTALL SAFETY LIGHTING AND APPLY HIGH FRICTION SURFACE TREATMENT.
Location Description: CONTRA COSTA COUNTY FROM EAST HERCULES UNDERPASS TO 0.2 MILE WEST OF PINE STREET OVERCROSSING
Contractor Name: O.C. Jones & Sons, Inc. (Eric Ronning & David Rojas)
Contractor Address: 1520 FOURTH STREET, Berkeley, CA 94710
Resident Engineer: Pervez Randhawa Structure Rep.: John K. Parecadan
DIME Sample ID: 2023-05-11-62
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: Polyester
Sample Taken Date: 05/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/12/2023
The quantity of what the sample constitutes: 16 Totes / 1 Tanker
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943774
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2023-05-11-62-1
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: 05/30/2023
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: 1.17 hrs.
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2023-05-11-62-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/29/2023
Date Tested: 05/17/2023
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:
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Number of specimens tested
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6
|
|
Conditioning procedure
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18/25/50+5/70
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|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
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0.152 in
|
|
Sample 1 Ultimate strength
|
4180 psi
|
|
Sample 1 Thickness
|
0.486 in
|
|
Sample 1 Area
|
0.0739 in^2
|
|
Sample 1 Ultimate Strength Actual
|
308.9 lbs
|
|
Sample 1 percent elongation
|
72.4 %
|
|
Sample 1 Time
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0 MM:SS
|
|
Sample 2 Width
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0.154 in
|
|
Sample 2 Thickness
|
0.486 in
|
|
Sample 2 Area
|
0.0748 in^2
|
|
Sample 2 Ultimate strength
|
3715.2 psi
|
|
Sample 2 Ultimate Strength Actual
|
277.9 lbs
|
|
Sample 2 percent elongation
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64.3 %
|
|
Sample 2 Time
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0 MM:SS
|
|
Sample 3 Width
|
0.142 in
|
|
Sample 3 Thickness
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0.492 in
|
|
Sample 3 Area
|
0.0699 in^2
|
|
Sample 3 Ultimate strength
|
3622.3 psi
|
|
Sample 3 Ultimate Strength Actual
|
253.2 lbs
|
|
Sample 3 percent elongation
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59.8 %
|
|
Sample 3 Time
|
0 MM:SS
|
|
Sample 4 Width
|
0.132 in
|
|
Sample 4 Thickness
|
0.492 in
|
|
Sample 4 Area
|
0.0649 in^2
|
|
Sample 4 Ultimate strength
|
3591.7 psi
|
|
Sample 4 Ultimate Strength Actual
|
233.1 lbs
|
|
Sample 4 percent elongation
|
58.6 %
|
|
Sample 4 Time
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0 MM:SS
|
|
Sample 5 Width
|
0.13 in
|
|
Sample 5 Thickness
|
0.492 in
|
|
Sample 5 Area
|
0.064 in^2
|
|
Sample 5 Ultimate strength
|
4132.8 psi
|
|
Sample 5 Ultimate Strength Actual
|
264.5 lbs
|
|
Sample 5 percent elongation
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68.2 %
|
|
Sample 5 Time
|
0 MM:SS
|
|
Sample 6 Width
|
0.156 in
|
|
Sample 6 Thickness
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0.486 in
|
|
Sample 6 Area
|
0.0758 in^2
|
|
Sample 6 Ultimate strength
|
3208.4 psi
|
|
Sample 6 Ultimate Strength Actual
|
243.2 lbs
|
|
Sample 6 percent elongation
|
50.1 %
|
|
Sample 6 Time
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0 MM:SS
|
|
Ultimate Strength Average
|
3742 psi
|
|
Percent Elongation Average
|
62 %
|
