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PE Transportation Exam with 100% Correct Answers
Typology: Exams
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Density = - ANS-flow rate [vphpl] / speed [mph] Time mean speed - ANS-average speed of vehicles passing on a road space mean speed - ANS-average speed of all vehicles occupying a given section of highway spacing - ANS-distance between common points on successive vehicles [ft / veh] headway - ANS-time between successive vehicles [sec / veh]. measured between common reference point headway = - ANS-(3600 sec/hr) / v headway = - ANS-spacing / S jam density - ANS-density at 0 speed AADT = - ANS-total yearly volume / 365 Directional Factor - ANS-peak dir hourly vol / 2 way hourly volume to find density you must find: - ANS-LOS Simple Hori Curve - ANS-arc of a circle is tangential Compound Hori Curve - ANS-2 or more simple curves with varying radius Reverse Hori Curve - ANS-2 circular arcs center opp. Spiral Hori Curve - ANS-varying radius Startup loss time for a traffic signal - ANS-2 sec Pedestrian walk pace - ANS-3.5 ft/sec ? Freeway / Multilane Hwy - ANS-HCM Vol 2 Ch 12
1 interchange means - ANS-2 ramps ( 1 on 1 off) ? weaving segment - ANS-HCM Vol 2 Ch 13 ? freeway ramps - ANS-HCM Vol 2 Ch 14 ? 2 lane smaller rural hwy - ANS-HCM Vol 2 Ch 15 ? urban motorized veh and pedestrians bicycle transit - ANS-HCM Vol 3 Ch 18 LOS A means - ANS-performing well ? signalized intersection - ANS-HCM Vol 3 Ch 19 ? 2 way side streets - ANS-HCM Vol 3 Ch 20 ? All way stop controlled intersection - ANS-HCM Vol 3 Ch 21 ? roundabout - ANS-HCM Vol 3 Ch 22 ? ramp terminal and alternative intersections - ANS-HCM Vol 3 Ch 23 ? off street ped faciities - ANS-HCM Vol 3 Ch 24 Want _ percentile traveling at or below speed limit - ANS-85th percentile PHF used for _ - ANS-signal design vehicle miles of travel (VMT) is product of - ANS-product of ADT x length roadway [mi] productions - ANS-leaving attractions - ANS-arriving ? roadway safety management process does site have a problem? - ANS-Part B Vol 1 on HSM is ? calculations for predictive methods - ANS-Part C Vol 2 on HSM is ? crash mod factors - ANS-Part D Vol 3 on HSM is ? signal timing - ANS-HCM vol 3 ch 19
to fix: - ANS-> increase yellow line, reduce speed option zone x0_ xc - ANS-> ideally x0 _ xc - ANS-= Size of dillema x0 _ xc - ANS-- point where no dillema zone x0 _ xc - ANS-= offset - ANS-difference in time between when 1 cycle starts and start of other cycle relative soil density - ANS-given as % void ration of soil in loose condition - dense condition atterburg tests - ANS-determine state limits of fine grained and cohesive soils liquid state - ANS-fine grained soil where soil will flow on its own weight crash reduction capabilities - ANS-crash expected to change due to countermeasure CRF - ANS-crash reduction factor CMF - ANS-crash modification factor if crashes in a single year use - ANS-VMT if 6 months use - ANS-6 months V adjust PDO - ANS-property damage only EDPO - ANS-equivalent prpperty damage only degree of curve - ANS-amount of interior angle req to cover a 100' distance along arc interior angle - ANS-angle formed between PC to PI and PI to PT PC = - ANS-PI - T PT = - ANS-PC + L horizontal sightline reaction time typically - ANS-2.5 sec horizontal sightline deaccelration rate typically - ANS-11.2 ft/s^
reaction time for signals - ANS-1 sec HSO is calculated from - ANS-drivers position eyes to object for sag curves most run _ equations and choose _ - ANS-4, largest typical angle headlight - ANS-1 degree tailgate typically - ANS-2' off ground morning part based on given - ANS-length afternoon design speed and use - ANS-greenbook to find length 3 leg intersection has _ conflict points - ANS- 4 leg intersection has _ conflict points - ANS- types of conflict points - ANS-diverging merging crossing roundabout 3 leg has _ conflict points - ANS- roundabout 4 leg has _ conflict points - ANS- ? roadside concepts - ANS-RDG Ch 3, 4 ? barrier design - ANS-RDG Ch 5- ? cross section - ANS-greenbook ch 4 ? ADA - ANS-PROWAG typical travel lane - ANS-12'. 9' min asphalt shoulder slope - ANS-2-6% gravel shoulder slope - ANS-4-6% hwy shoulder - ANS-10' pedestrain shoulder - ANS-4' median shoulder typical - ANS-8' minimum median - ANS-4'
critical foreslope - ANS-slope on which an errant vehicle has a higher propensity to overturn hydraulic jump occurs at transition from _ velocity flow to _ velocity flow - ANS-high, low hydraulic jump has froude # of _ or _ - ANS-1 or greater hydraulic jump height is difference in the _ _ - ANS-conjugate depths hydraulic jump occurs transition when a _ fluid becomes _ - ANS-super becomes subcritical what rehab technique requires most data? - ANS-overlay raveling - ANS-rejuvenating seal block cracking - ANS-chip seal reflective cracking - ANS-route and seal cracks potholes - ANS-surface patches what stage uses gravity model? - ANS-trip distribution for a lane group at a signalized intersection, what changes saturation flow rate from the base saturation flow rate? - ANS-inclusion of left turns with protected phasing vertical curve T1 + T2 = - ANS-length L=KA - ANS-length = K factor * algebraic difference in grade dowel bars at transverse joints of a rigid pavement reduce - ANS-pumping and faulting how many hierarchical levels for aashtoware pavement ME? - ANS- left protected turns _ the saturation flow rate - ANS-decreases stiffer high mod mix is _ against thermal or low temp cracks for asphalt pavement - ANS-not good highr modulus / deformation / strain / volume highter the _j due to fatuque load - ANS- damage repeated wheel induced surface tension - ANS-top down longitudinal cracking
permanent deformation under the wheel - ANS-rutting loss of bond between agg or binder - ANS-stripping or raveling repeated hori strain developed at bottom of layer - ANS-alligator cracking resilient mod = - ANS-stress / strain test in soil ussed to measure the resistance to soil deformation and extrssed as ratio of lateral pressure to applied vertical pressure - ANS-R-value time dependent deformation under a sustained load - ANS-concrete creep weakening caused by repeatedly applied loads - ANS-fatigue contracting of a hardeded concrete mixture due to the loss of capillary water - ANS- concrete shrinkage concrete forms shall be designed for - ANS-weight of concrete and construction live loads and hydrostatic pressure of wet concrete How to find LP of a vertical curve. Lp is where slope of the gradient is _ - ANS-zero HCM vol 2 - ANS-uniturupted (freeways) HCM vol 3 - ANS-interupted