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- The table below shows data obtained in a travel time study on a section of highway using the moving-vehicle technique. Estimate (a) the travel time and (b) the volume in each direction at this section of the highway. Choices for northward: Tn = 5.9, 6.2, 5.2, 4.9 Vn = 535, 505, 514, 555 Choices for southward: Ts = 6.2, 5.2, 4.9, 5.9 Vs = 555, 535, 505, 517 Help me pls. I will upvote, Badly need your help. Thankyou :)Create a distribution of trips for inter zonal movement using the Detroit method.Kindly answer this question as soon as possible! Here R=37
- Convert 60 mi/hr to an equivalent number of ft/s. Show your calculations28 pedestrians per cycle (both directions combined) use a crosswalk to cross a 72-ft wide street. The width of the crosswalk is 11 ft. If the walking speed is 3.5 ft/s, how much τi,ps should be allocated so that the pedestrians can safely cross? Group of answer choices 31.0 sec 21.2 sec 56 sec 52.8 secUsing Enumeration Method - list all paths and total duration. Activity Predecessor Normal time Normal cost Crash time Crash cost Max Crash Time Slope A - 12 $200 9 $350 B A 8 $300 8 $300 C A 9 $250 7 $450 D B 6 $400 5 $600 E B,C 5 $150 4 $225 F C 10 $500 9 $650 G D,E,F 8 $400 6 $900
- Calculate the end area for the following stations with 30-ft wide roadway and 4:1 slop: Sta Left Center Right 14+00 F4.0/31.00 F5.0/0.00 F7.0/19.00 15+00 F6.0/25.00 F7.0/0.00 F8.0/17.00Find the station kilometer of point B with curb radii of R1 and R2 according to the information given.Using the following trip distribution matrix and road network: a) Identify the minimum path between each TAZ pair. b) Estimate the traffic flow on each link
- 2.The three main elements that define the geometry of a highway section are Horizontal Alignment, Vertical Alignment and Cross-sectional Alignment. Describe each element. 3.There are six distinct travel movements that may be present in a typical trip. Namely as the following: Describe each of the travel movement. a. Main movement b. Transition c. Distribution d. Collection e. Access f. TerminationDetermine the share (proportion) of person-trips by each of two modes (private auto and mass transit) using the multinomial logit model and given the following information: Utility function: Uk = Ak – 0.07 Ta – 0.05 Tw – 0.04 Tr – 0.015 CThe table shows the details for a license plate car parking survey. The average bay turnover is approximately ……………….. . a. 2.8 b. 2.3 c. 3.8 d. 4.3