CE 453 Lecture 6 Design Vehicle Design Vehicle

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CE 453 Lecture 6 Design Vehicle

CE 453 Lecture 6 Design Vehicle

Design Vehicle ► Design Vehicle – largest (slowest, loudest? ) vehicle likely to use

Design Vehicle ► Design Vehicle – largest (slowest, loudest? ) vehicle likely to use a facility with considerable frequency ► Three characteristics that affect almost all aspects of highway design § Physical § Operating § Environmental 2

Physical Characteristics ► Type (GB defines 20 design vehicle types) § § § ►

Physical Characteristics ► Type (GB defines 20 design vehicle types) § § § ► Passenger Car P Buses B Trucks SU, WB RVs Farm tractor Size § § § Length Height Width Height of driver’s eye (car: 3. 5’ – avg. , truck: 7. 6’ – high side) Center of mass 3

Dimensions of Design Vehicles 4

Dimensions of Design Vehicles 4

Operating Characteristics ► ► ► ► Acceleration Deceleration and braking Power/weight ratios Turning radius

Operating Characteristics ► ► ► ► Acceleration Deceleration and braking Power/weight ratios Turning radius Offtracking Headlights (2’ … truck driver/retroreflectivity? ) Friction (ball bank) http: //www. cable-car-guy. com/images/ih_truck_ad_dec_1926. jpg 5

Environmental Characteristics ► ► Noise (noise meter) Exhaust Fuel Efficiency Dust (particulate and VOCs

Environmental Characteristics ► ► Noise (noise meter) Exhaust Fuel Efficiency Dust (particulate and VOCs from tires and brakes) 6

Selection of Design Vehicle Key Controls ► § ► § § § Physical and

Selection of Design Vehicle Key Controls ► § ► § § § Physical and Operating Key Factors Proportion and Frequency Key Types Car – parking lot SU Truck – res. Intersections, park roads City Bus – state hwy, city street, bus route ► § § See http: //www. pacebus. com/sub/guidelines/development_guidelines/ta ble%20 of%20 contents. htm for Chicago’s PACE design guide School Bus – low vol county, state hwy WB series – freeway ramp, arterial and state hwy, industrial areas, US and Interstate Highways 7

State and Local Truck Limits ► See Colorado Truck Legal Dimensions ► See http:

State and Local Truck Limits ► See Colorado Truck Legal Dimensions ► See http: //www. dot. state. ia. us/mvd/omve/truckguide. pdf for Iowa Truck Guide ► See http: //www. co. jasper. ia. us/new_page_7. htm for Jasper County permit requirements 8

Turn Paths ► Key variables in turn paths § Centerline turn radius § Out-to-out

Turn Paths ► Key variables in turn paths § Centerline turn radius § Out-to-out track § Wheelbase § Path of inner tire ► See Autoturn Software Page http: //www. transoftsolutions. com/transoft/p roducts/at/product_feat. asp 9

Minimum Turning Radii 10

Minimum Turning Radii 10

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Offtracking ► Rear wheels do not follow path of front wheels ► Increases with

Offtracking ► Rear wheels do not follow path of front wheels ► Increases with size of vehicle ► Decreases with radius of curve 12

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Front Overhang and Difficulty Adjustment (Z) ► Radial distance between outside front wheel path

Front Overhang and Difficulty Adjustment (Z) ► Radial distance between outside front wheel path and outside front bumper/fender ► Extra width allowance (Z) for difficulty in maneuvering 14

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Total widening recommended (includes front overhang, offtracking and difficulty adj. ) Double for 4

Total widening recommended (includes front overhang, offtracking and difficulty adj. ) Double for 4 ln undivided. Values less than 2’ may be neglected. 17

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Widening ► Widen inside only when not using spiral (split even if using spirals)

Widening ► Widen inside only when not using spiral (split even if using spirals) ► Paint CL and joint at middle of pavement ► Transition over superelevation transition ► Green book terminology: 19

Effect of grade on truck performance 20

Effect of grade on truck performance 20

Effect of grade on RV performance 21

Effect of grade on RV performance 21

Effect of differential speed on crash rate 22

Effect of differential speed on crash rate 22

Critical Grade ►% AND length of grade where “typical” trucks can maintain a “safe”

Critical Grade ►% AND length of grade where “typical” trucks can maintain a “safe” speed See also: Highway Capacity Manual 23

Friction 24

Friction 24

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