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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_EP-07-301 thru EP-07-400_ - EP-07-352
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_EP-07-301 thru EP-07-400_ - EP-07-352
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Last modified
6/15/2021 10:47:10 AM
Creation date
12/30/2015 9:44:57 AM
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Permits_Development
DocName
EP-07-352
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2007\EP-07-301 thru EP-07-400
Year2
2007
Supplemental fields
Applicant
RICHARD A. HEAP ELECT. CONT.
Contracts
CrossReference
Date Entered
11/15/2007
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
INTERSECTION OF FRENCH CAMP RD. & I-5
Primary Parcel
Type (2)
Tags
Permits_Development
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Performance Graded Polymer Modified Asphalt Binder <br /> Specification <br /> Grade <br /> Property AASHTO Test Method <br /> PG PG PG <br /> 58-34 PM 64-28 PM 76-22 PM <br /> Original Binder <br /> Flash Point,Minimum°C T 48 230 230 230 <br /> Solubility,Minimum%b T 44` 98.5 98.5 98.5 <br /> Viscosity at 135°C,d T 316 <br /> Maximum,Pa-s 3.0 3.0 3.0 <br /> Dynamic Shear, T 315 <br /> Test Temp.at 10 rad/s,°C 58 64 76 <br /> Minimum G*/sin delta ,kPa 1.00 1.00 1.00 <br /> RTFO Test, T 240 <br /> Mass Loss,Maximum,% 0.60 0.60 0.60 <br /> RTFO Test Aged Binder <br /> Dynamic Shear, T 315 <br /> Test Temp.at 10 rad/s,°C 58 64 76 <br /> Minimum G*/sin delta ,kPa 2.20 2.20 2.20 <br /> Dynamic Shear, T 315 <br /> Test Temp.at 10 rad/s,°C Note e Note e Note e <br /> Maximum(delta),°/U 80 80 80 <br /> Elastic Recovery, T 301 <br /> Test Temp., °C 25 25 25 <br /> Minimum recovery,% 75 75 65 <br /> PAV9 Aging, R28 <br /> Temperature,°C 100 100 110 <br /> RTFO Test and PAV Aged Binder <br /> Dynamic Shear, T 315 <br /> Test Temp.at 10 rad/s,°C 16 22 31 <br /> Maximum G*sin delta ,kPa 5000 5000 5000 <br /> Creep Stiffness, T 313 <br /> Test Temperature,°C -24 -18 -12 <br /> Maximum S-value,MPa 300 300 300 <br /> Minimum M-value 1 0.300 0.300 0.300 <br /> Notes: <br /> a• Do not modify PG Polymer Modified using acid modification. <br /> b. The Engineer waives this specification if the supplier is a Quality Supplier as defined by the Department's <br /> "Certification Program for Suppliers of Asphalt." <br /> C. The Department allows ASTM D 5546 instead of AASHTO T 44 <br /> d• The Engineer waives this specification if the supplier certifies the asphalt binder can be adequately pumped <br /> and mixed at temperatures meeting applicable safety standards. <br /> e. Test temperature is the temperature at which G*/sin(delta)is 2.2 kPa. A graph of log G*/sin(delta)plotted <br /> against temperature may be used to determine the test temperature when G*/sin(delta)is 2.2 kPa. A graph of <br /> (delta)versus temperature may be used to determine delta at the temperature when G*/sin(delta)is 2.2 kPa. <br /> The Engineer also accepts direct measurement of(delta)at the temperature when G*/sin(delta)is 2.2 kPa. <br /> f. Tests without a force ductility clamp may be performed. <br /> 9. "PAW means Pressurized Aging Vessel. <br /> SAMPLING <br /> • Provide a sampling device in the asphalt feed line connecting the plant storage tanks to the asphalt weighing system <br /> or spray bar. Make the sampling device accessible between 600 and 750 mm above the platform. Provide a receptacle for <br /> flushing the sampling device. <br /> • Include with the sampling device a valve: <br /> 1. Between 10 and 20 mm in diameter <br /> Contract No. 10-OM7104 <br /> 95 <br />
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