Topic 6 - Uninterrupted Facilities

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    Topic 6Topic 6Uninterrupted FacilitiesUninterrupted Facilities

    (Chapter 9)(Chapter 9)

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    Traffic FacilitiesTraffic Facilities

    Uninterrupted FacilitiesUninterrupted Facilities TwoTwo--lane highwayslane highways

    MultiMulti--lane highwayslane highways

    Expressways and FreewaysExpressways and Freeways

    Interrupted FacilitiesInterrupted Facilities IntersectionsIntersections

    ArterialsArterials

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    Uninterrupted FacilitiesUninterrupted Facilities

    Multilane HighwaysMultilane Highways Speed limits: 40 ~ 55 mphSpeed limits: 40 ~ 55 mph

    Traffic volume range: 15,000 to 40,000 per dayTraffic volume range: 15,000 to 40,000 per day

    Partial access controlPartial access control

    Divided or undividedDivided or undivided

    FreewaysFreeways Speed limits: 60 ~ 75 mphSpeed limits: 60 ~ 75 mph

    FullFull--access control (except freeway ramps)access control (except freeway ramps)

    Divided with medianDivided with median

    Minimum two lane each directionMinimum two lane each direction

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    Freeway FacilitiesFreeway Facilities

    Freeway segmentsFreeway segments

    Basic

    Off-ramp

    On-ramp

    Weaving

    Basic

    Basic

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    Basic Sections: LOSBasic Sections: LOS(HCM Chapter 23)(HCM Chapter 23)

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    Prevailing ConditionsPrevailing Conditions

    12 ft lane12 ft lane

    Lateral clearance is 6 ft or greaterLateral clearance is 6 ft or greater

    Passenger car onlyPassenger car only

    Interchange spacing is at least 2 miles apart (0.5Interchange spacing is at least 2 miles apart (0.5interchange per mile)interchange per mile)

    Five lanes each direction for urban freewayFive lanes each direction for urban freeway Grades do no exceed 2 percentGrades do no exceed 2 percent

    Commuter driversCommuter drivers

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    LOS ProcedureLOS Procedure

    Step 1: Determine FreeStep 1: Determine Free--flow Speed (FFS)flow Speed (FFS)

    Step 2: Determine volume (pc/Step 2: Determine volume (pc/h/lnh/ln))

    Step 3: Calculate density,Step 3: Calculate density, kk

    Step 4: Determine LOS (Table 9.33)Step 4: Determine LOS (Table 9.33)

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    LOS ProcedureLOS Procedure

    Step 1: Determine FreeStep 1: Determine Free--flow Speed (FFS)flow Speed (FFS)

    IDNLCLWf ffffBFFSuFFS ==

    BFFSBFFS 70 (urban), 75 (rural)70 (urban), 75 (rural)ffLWLW (Table 9.34)(Table 9.34)

    ffLCLC (Table 9.35)(Table 9.35)

    ffNN (Table 9.36)(Table 9.36)

    ffIDID (Table 9.37)(Table 9.37)

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    Example 9.13Example 9.13

    NN = 3;= 3;

    LWLW = 11 ft;= 11 ft;

    LCLC = 3 ft;= 3 ft;

    IDID = 1.5 per mile= 1.5 per mile

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    LOS ProcedureLOS Procedure

    Step 2: Determine volume (pc/Step 2: Determine volume (pc/h/lnh/ln))

    ))()()(( HVpp

    ffNPHFqq =

    ffpp 0.85 ~ 1.00, 1.00 for commuter traffic0.85 ~ 1.00, 1.00 for commuter traffic

    EETT,, EERR (Tables 9.25, 9.26, 9.27, 9.28)(Tables 9.25, 9.26, 9.27, 9.28)

    )1()1(11

    ++

    =

    RRTT

    HVEPEP

    f

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    EETT and Eand ERR Based onBased on

    Types of Freeway SegmentsTypes of Freeway Segments

    Extended Segments (Table 9.25)Extended Segments (Table 9.25) GradesGrades 3% but less than3% but less than mile, ormile, or

    GradesGrades < 3% and less than< 3% and less than milemile

    Segments with Specific GradesSegments with Specific Grades

    (Tables 9.26 and 9.27)(Tables 9.26 and 9.27) Segments with Specific Downgrades (Table 9.28)Segments with Specific Downgrades (Table 9.28)

    Composite GradeComposite Grade Two or more consecutive upgradesTwo or more consecutive upgrades

    Grades < 4% or length < 4000 ft (average technique)Grades < 4% or length < 4000 ft (average technique)

    Otherwise, use truck performance curvesOtherwise, use truck performance curves

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    Example 9.11Example 9.11

    Grade: 3%Grade: 3% -- 2000 ft; 2%2000 ft; 2% -- 1500 ft1500 ft;;

    PPTT

    = 6%;= 6%;

    PPRR = 10%;= 10%;

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    LOS ProcedureLOS Procedure

    Step 3: Calculate density,Step 3: Calculate density, kk

    f

    p

    u

    qk =

    Step 4: Determine LOS (Table 9.33)Step 4: Determine LOS (Table 9.33)

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    Example 9.15Example 9.15

    qq = 3000= 3000 vphvph;;PHF = 0.85;PHF = 0.85;

    Trucks = 12%Trucks = 12%LWLW = 11 ft;= 11 ft;LCLC = 6 ft;= 6 ft;IDID = 1 per mile= 1 per mile

    Terrain = levelTerrain = levelffpp = 1.0= 1.0

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    CEE 362CEE 362 Spring 2006Spring 2006 Instructor: Zong TianInstructor: Zong Tian

    ApplicationsApplications

    Determine LOS, givenDetermine LOS, given qq,, NN, and, and FFSFFS

    Determine Speed, givenDetermine Speed, given qq,, LOSLOS, and, and FFSFFS

    Determine q, givenDetermine q, given LOSLOS, and, and FFSFFS

    Determine N, givenDetermine N, given qq,, FFSFFS, and, and LOSLOS