i need the answer quickly Determine whether Use 0• and 45° parkinggives the highest parking number for an on-street parking for a specific 1500 ft streetfrom center to center with three intersectioneach one 60 ft length. parking not allow 70 ftfrom the edge of the intersections. Theparking bay is 22x8 ft, and parking is allowon two street direction.

Answered: Image /qna-images/answer/4b137fa9-32cf-4f00-8540-dace424db4a1.jpg

Answered: Determine whether Use 0• and 45 parking…

Engineering

Civil Engineering

Determine whether Use 0• and 45 parking gives the highest parking number for an on-

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter7: Intersection Design

Section: Chapter Questions

Problem 9P

See similar textbooks

Related questions

Q: lane, Conflicting flow rate of 675 pc/hr . find total entry lane capaci

A: Conflicting flow rate of 675 pc/hr Lane=1

Q: A vehicle moving in wet weather along down grade highway of (- 4%) grade. The design speed…

A: Given- V=48 mile/hrV=21.46m/secn=-4%f=0.30t=2.50sec

Q: Estimate the probability that not more than or equal to 4 left turn vehicles will come in a cycle.…

A: Using binomial distribution, the probability of occurence of an event 'r' times out of 'n' times is…

Q: Compute the maximum number of vehicles that can be efficiently stopped at 90 .angle curb parking of…

A: For the 60° curbe angle parking from the code: L=2.89N+2.16 Where L= length of parking N=Number of…

Q: Classify the different types of traffic signs and mention the general objective of each type of…

Q: Compute the volume between the two stations using prismoidal formula. Compute the volume between the…

Q: 1. Use CLV analysis approach to determine the LOS and v/c ratio of the intersection (usually…

A: Given,

Q: Assume h=1.8 sec/veh. Pedestrian demand for all approaches is 120 per hour, pedestrian speed is 4…

A: Given: The critical lane volume is 120 per hour. The saturation volume for phase 1 is 2105 and 300…

Q: Studies have shown that the traffic flow on a two-lane road adjacent to aschool can be described by…

A: Given data The free flow speed is 57 mph, starting speed is 25 mph. The length of school zone is 0.5…

Q: A vehicle moving in wet weather along down grade highway of (- 4%) grade. The design speed…

A: Stopping sight distance is equal to the summation of braking distance and lag distance. SSD= Braking…

Q: Determine the minimum speed with which the motorcycle must leave the 30° ramp at A to reach the…

A: Solution:- The given diagram ,

Q: Conflicting flow rate of 675 pc/hr . find total entry l

A: two circulating lane, Conflicting flow rate of 675 pc/hr

Q: determine the maximum number of parking spaces required

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: If you have an area (120 *60) and you want to design an off-parking, what will be the suitable…

A: Area available is 120x60. Length of parking area is L=120 ft=36.576 m. Width of parking area is B=60…

Q: One street segment has parking stalls on both sides. Estimate the minimum segment length from the…

A: Regulations for parallel parking The designed automobile size should fall within a few inches of 6…

Q: Vehicles start arriving at the entrance of The Galeón at 06:3 am for Covid-19 vaccination; however,…

A: procedure: first, find the departure rate Make a table column and find the arrivals and departures…

Q: When the width of car parking space and width of street are limited, generally preferred parking…

A: When the width of car parking space and width of street are limited, generally preferred parking…

Q: If he average number of colli: occurring in a week during summer months at a parti intersection is…

A: Poisson Distribution:- Let X be a poisson random variable parameter ' μ ', hence the probability…

Q: Consider the tabulated intersection design data below, then the number of vehicles stopped during…

A: Webster's method procedure This method of traffic signal design is an analytical approach of…

Q: Capacity of the runway _____________aircraft/hour

Q: vehicles in angles (0°,45°, and 90° degree) if the length of the curb -240 ft, then show the layouts…

A: Disclaimer; Since you have asked multiple question, we will solve the first question for you. If you…

Q: cos teta/(1-tan teta) + sin teta/(1- cot teta) = sin teta + cos teta. P

A: This can be proved by simplifying the LHS by using trig ratios.

Q: Average spot speed is the deviation in the speeds of all traffic. * O True False Parking volume is…

Q: A type of intersection that aims to enhance safety and operations without extensive construction or…

A: The decision-making process is based on the adjustment of routes and traffic requirements. Two-stage…

Q: (show your solutions) Compute for the Average Speed for Control Point B-C. * A.24 kph B.None of the…

A: This question is related to Traffic and Highway Engineering. In this problem Travel time and Delay…

Q: 6. A shared three-way pedestrian-bicycle facility has a width of 10 ft and caries a peak pedestrian…

A: (i). Calculate the bicycle passing events as follows: Fb = Qsb 1-SpSbHere, Qsb is the bicycle flow…

Q: An signalized intersection with, EYi=0.74, if yi= 0.25 for the phase (A), cycle length for…

Q: 02)Answer A or B A) The table below shows the No. of vehicle on a section of highway. Time 7.30-740…

Q: Homework An signalized intersection with four phases located in Hilla city with, EYi=0.70, if (y=…

Q: If the utility function has been estimated to be: Ux = Ag – 0.04 Ta – 0.05 Tw – 0.02 T, – 0.01 C…

A: Unity function, Ak=0.005Uk=Ak-0.04Ta-0.05Tw-0.02Tr-0.01C Probability of using a given modal:…

Q: Find the station kilometer of point B with curb radii of R1 and R2 according to the information…

A: To Determine: The station kilometer of point B. Let's assume T1, T2 and T3 are the tangent length…

Q: traffic volume northbound (qn) is

Q: 6. (a) Define the peak hour factor (PHF) (b) Explain the traffic condition when PHF=1.

A: 6 a. Peak Hour factor : PHF Peak Hour Factor is the ratio of hourly volume during highest or…

Q: The following cross-section notes of the road was examined to calculate volumes. The width of the…

Q: A developer has requested permission to build a large retail store at a location adjacent to the…

A: Following is the given data: Speed limit on major road = 35 mi/h and speed limit on minor road = 50…

Q: Q5a. Otwebeweate has been selected as the capital of a newly created district. As the new District…

A: Stoplights control the flow of vehicle traffic at intersections of two or more roads by giving…

Q: When the width of car parking space and width of street are limited, generally preferred parking…

A: Parallel parking are preferred when width of car parking space and width of street are limited.…

Q: SITUATION: The table shows a 15-min volume count during peak hour on an approach of an intersection.…

A: Given: The 15 min volume counts are, Time Volume 6:00 – 6:15 PM 375 6:15 – 6:30 PM…

Q: Calculate green split for each approach (Eastbound, Westbound, Northbound, Southbound) using Webster…

A: Given Total lost time(L)=4 sec left turn flow(p1)=900 veh/hr/ln saturation…

Q: O Parking and its types

A: Answer :- A parking space, often known as a parking spot, is a defined area for automobile parking.…

Q: Compute the rate of flow (vph) if the space mean speed is 40 mph and the density is 22 vehicles per…

A: Space mean speed, density are given and it has been asked to determine rate of flow. Please refer…

Q: Q2-B) For safety purposes, the mall has decided to builld an exclusive pedestrian walkway so the bus…

A: For Level of Service 'B', Pedestrian Space > 3.7−5.6 m2/p Flow Rate > 16−23 p/min/m. At LOS B,…

Q: ner of veh/h and -2500-10C Determine the volume of traffic across the bridge. toll of 25 cents is…

A: Volume=V=2500 - 10C Supply or cost function: C =50 + 0.5Vso,EquilibriumV=2500 - 10C50 + 0.5VSolve…

Q: An four lane road with a concrete median separating directions of travel is built in SL.John's, N.…

A: Given- Four Lane road Concrete median Speed limit 60 km/h To find- The classification of the road.

Q: If you have an area (120 *60) and you want to design an off-parking, what will be the ?suitable…

A: Given, Area of parking = 120' x 60' Assuming the size of the car be = 9'

Q: From the given cross-section of the proposed barangay road. determine: a) The volume between the…

Q: Q5 / b. Annual average daily traffic volume = 5000vpd and design hour volume = 750 vpd. Find k –…

A: 5. bAverage daily traffic volume=5000 VpdDesign hour volume=750vpd=750×24=18000 vphK=Design hour…

Q: A developer has requested permission to build a large retail store at a location adjacent to the…

A: Sight distance: It is a surface length of road which a driver can see with a tolerable level of…

Q: The table shows a 15-min volume count during peak hour on an approach of an intersection. TIME…

Concept explainers

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

i need the answer quickly

Determine whether Use 0• and 45° parking
gives the highest parking number for an on-
street parking for a specific 1500 ft street
from center to center with three intersection
each one 60 ft length. parking not allow 70 ft
from the edge of the intersections. The
parking bay is 22x8 ft, and parking is allow
on two street direction.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Design the intersection given the following vehicular volumes per leg in pcu.
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 F8.0/17.00
For the through movement of the north-bound approach, what is the minimum change and clearance interval (CCL)? Assume a travel speed of 45 mph. Geometric layout is shown in the figure below. Mind you - - that approach is located along a +3% upgrade. Let's consider a semi truck as our design vehicle, which has a vehicle length of 72 ft! a. 3.3 sec b. 4.7 sec C. 5.5 sec d. 7.8 sec JINI 60 ft. 48 ft. TINI North-bound G=+3%
In the 4- legged intersection, if G1-11.31 sec, G2 1.2 min, G3 = 58 sec, N1= 100, N2 = 560 pce/lane, N3 = 448 pce/lane, and N4 = %3D 495 pce/lane, then G4 = %3D Oa. 44 sec O b. 36 sec Oc. 29 sec O d. None of the given answers O e 40 sec Of 32 sec
A developer has requested permission to build a large retail store at a location adjacent to the intersection of an undivided four-lane major road and a two-lane minor road. Trafﬁc on the minor road is controlled by a stop sign. The speed limits are 35 and 50 mi/h on the minor and major roads, respectively. The building is to be located at a distance of 65 ft from the near lane of one of the approaches of the minor road. Determine where the building should be located relative to the centerline of the outside lane of the major road in order to provide adequate sight distance for a driver on the minor road to turn right onto the major road after stopping at the stop line. Design vehicle is a single-unit truck. Lanes on the major road are 12 ft wide.
The following cross-section notes of the road was examined to calculate volumes. The width of the roadway is 12m -12 -3 +6 -6 +24 -9 STA 5+040 -15 -4.5 +6 -8 -6 -30 -12 -6 -7 STA 5+140 a. What is the cross section at STA 5+040? STA 5+140?
intersects with a 4-lane major highway (design speed 55 mph) that runs in an East- A minor, north-south highway (design vehicle is passenger vehicle, length 2 West direction with west is to the left of the intersection There is a stOp Sg intersection. The intersection is practicaly level, but the major highway siop Jown at a 1% grade towards the west The maior highway is a 4-lane dividee lane widths of 12 feet and median width of 20 feet Calculate the minimum required sight distances for both left and right turns. Make reasonabie assumptions for the turning radil,
if the distance is (1000) ft and the travel time is (18.9) second, then the . space mean speed is 50.5 ft/sec 52.9 ft/sec 50.4 ft/sec
Consider the tabulated intersection design data below, then the number of vehicles stopped during the red interval for Phase EW is vehicles. Assume that Qs is 2000 about .............. vphpl and use Webster's method procedure. Qa (vph) Yellow All-red ts (sec) Lane 1 Lane 2 (sec) (sec) Phase N 500 600 2 2 3 Phase S 650 550 2 Phase EW 300 250 2 1 2 а. 13 b. 10 6. d. 8. C.
A developer has requested permission to build a large retail store at a location adjacent to the intersection of an undivided four-lane major road and a two-lane minor road. Traffic on the minor road is controlled by a stop sign. The speed limits are 35 and 50 mph, respectively. The building is to be located at a distance of 65 ft from the near lane of one of the approaches of the minor road. Determine where the building should be located relative to the centerline of the outside lane of the major road in order to provide adequate sight distance for a driver on the minor road to turn right onto the major road after stopping at the stop line. Design vehicle is a single-unit truck. Lanes on both roadways are 12 ft wide. Grades are approximately level.
Compute the maximum number of vehicles that can be efficiently stopped at 90' .angle curb parking of 50 m lengtt 6 .a 11 .b None .c 43 .d 19 .e
a) At a certain on-street parking 1. determine the maximum number of parking spaces required to park vehicles in angle (90° degree) if length =150 ft, then show your final layout of the on-street parking. 2. Find the required curb length (feet) to accommodate the maximum number of parking spaces if angle space parking is 45° degree. b) Briefly describe how to determine the standard dimensions of a parking stall. c) A parking garage serves 150 cars per day between 8 am to 4 pm; these cars are parked for an average of 1.5 hours. Determine: 1. The total space-hours served. 2. The number of additional spaces needs when the number of space-hours increases by 10% (Assume parking efficiency is 0.9)