The parking survey data collected from a parking lot by license platemethod is as shown in the table below. Find the average occupancy,average turn over, parking load, parking capacity and efficiency of theparking lot.BAYP1P2P3P4Time00-10 10-20 20-30 30-40 40-50 50-60A1212 Y1212 B1212 C1212 D1212 E1212H7896 H7698 K7878B1012 C1210 E1021 M7878 K1612 K7887K7878G0012 P1010 F6666 F6666 F6666 F6666Q1 L3232 L3232 L3232 L3232 L3232 L3232Q2 A1919 A1919 B1645 P7814 Q3636 V0001Q3 M2756M2756 M2756Q4 R6015 P6015 B6015 E6015Q5Q6 Q6666 B1212 Q6666 B1212 Q6666 B1212M2756F6015 E6015T1010

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The parking survey data collected from a parking lot by license plate method is as shown in the table below. Find the average occupancy, average turn over, parking load, parking capacity and efficiency of the parking lot. BAY P1 P2 P3 P4 Time 00-10 10-20 A1212 20-30 30-40 40-50 50-60 Y1212 B1212 C1212 D1212 E1212 K7878 H7896 H7698 K7878 - B1012 C1210 E1021 M7878 K1612 K7887 GO012 P1010 F6666 F6666 F6666 F6666 Q1 L3232 L3232 L3232 L3232 L3232 L3232 B1645 P7814 Q3636 V0001 Q2 A1919 A1919 Q3 M2756 M2756 M2756 M2756 Q4 R6015 P6015 B6015 E6015 F6015 E6015 Q5 Q6 Q6666 B1212 Q6666 B1212 Q6666 B1212 T1010

The parking survey data collected from a parking lot by license plate method is as shown in the table below. Find the average occupancy, average turn over, parking load, parking capacity and efficiency of the parking lot. BAY P1 P2 P3 P4 Time 00-10 10-20 A1212 20-30 30-40 40-50 50-60 Y1212 B1212 C1212 D1212 E1212 K7878 H7896 H7698 K7878 - B1012 C1210 E1021 M7878 K1612 K7887 GO012 P1010 F6666 F6666 F6666 F6666 Q1 L3232 L3232 L3232 L3232 L3232 L3232 B1645 P7814 Q3636 V0001 Q2 A1919 A1919 Q3 M2756 M2756 M2756 M2756 Q4 R6015 P6015 B6015 E6015 F6015 E6015 Q5 Q6 Q6666 B1212 Q6666 B1212 Q6666 B1212 T1010

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter4: Traffic Engineering Studies

Section: Chapter Questions

Problem 8P

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Task 1: Question 2 The parking survey data collected from a parking lot by license plate method is as shown in the table below. Find the average occupancy, average turn over, parking load, parking capacity and efficiency of the parking lot. BAY P1 P2 P3 P4 Time 50-60 00-10 10-20 20-30 30-40 40-50 A1212 Y1212 B1212 C1212 D1212 E1212 H7896 H7698 K7878 GO012 P1010 B1012 C1210 E1021 M7878 K1612 K7887 K7878 F6666 F6666 F6666 F6666 Q1 L3232 L3232 L3232 L3232 L3232 L3232 Q2 A1919 A1919 B1645 P7814 Q3636 V0001 Q3 M2756 M2756 M2756 M2756 Q4 R6015 P6015 B6015 E6015 F6015 E6015 Q5 Q6 Q6666 B1212 Q6666 B1212 Q6666 B1212 T1010
Traffic flow in an urban section at the intersection of two highways in the design year are given below. Appr Left turning Straight ahead Right turning oach Cars Commer Scoot Cars Comm cial ers ercial Scoot Cars Comm ers ercial Scoot ers N 200 50 100 250 100 150 150 5 50 80 E 180 60 80 220 50 120 200 40 120 S 250 80 100 150 50 90 160 70 90 W 220 50 120 180 60 100 250 60 100 The highways at present intersect at right angles and have a carriageway width of 15 m. Design a rotary intersection making suitable assumptions.
Calculate the minimum passing sight distance required for a two-lane rural highway that has a posted limit of 72 kph. The local traffic engineer conducted a speed study of the subject road and found the following: Average speed of passing vehicle= 76 kph Average acceleration of passing vehicle= 2.3 kph/sec Average speed of impeder vehicles= 64 kph Show complete solution. Need ASAP. Thank you.
Spot speed study was carried out redesign the stretch of major district road. The data collected during th estudy is given below. (1) (ii) Speed Range kmph 0-10 10-20 20-30 30-40 40-50 50-60 60-70 70-80 80-90 90-100 Frequency of vehicles Cars Two Wheelers 5 20 24 20 30 35 25 10 10 1 0 6 12 30 60 35 35 15 18 9 What is the design speed for redesigning existing MDR? What are upper and lowe speed limits for mixed traffic? Others 0 4 4 5 30 30 15 10 2 0
Spot speed study has been carried out on a highway and collected data is shown in the table below. Speed range (kmph) No. of vehicles observed 0-10 10 10-20 13 20-30 15 30-40 12 40-50 16 Determine the design speed for checking the geometric design of the highway.
The table below displays the data obtained from a one-hour in-out car parking survey of 100 bays. The initial count is 10 cars. The total average occupancy is about % . Time (min.) 0-10 10-20 20-30 30-40 40-50 50-60 In Out 3 4 7 6 1 2 2 3 1
The table below shows the number of vehicles observed on a corridor over each 15-minutes during the peak hour. Peak hour (7--8am) 7:00-7:15am 7:15-7:30am 7:30-7:45am 7:45-8:00am # of vehicle 200 120 153 183 Calculate the peak hour factor and report your answer correct to two digits after the decimal.
A driver hit a pedestrian resulting in minor injuries. He was claiming that he followed the posted design speed at 80 kph (running speed368 kph) and perceived the design speed wasn't correct. Investigate the engineer's claim. (Prove by computation) a.) Was the driver's claim correct? b.) If yes, what should be the posted design speed? If not, what might be the other reasons for the pedestrian accident? Accident Report: - Driver was able to see the pedestrian 80 m ahead - Coefficient of friction 0.4 - Grade of the highway is zero - Time of accident: 8 AM - Weather condition: Fair - skid marks were not clear
The table shows a 15-min volume count during peak hour on an approach of an intersection. TIME VOLUME 375 380 412 6:00-6:15 PM 6:15-6:30 PM 6:30-6:45 PM 6:45-7:00 PM 390 Determine the Peak Hour Volume. O 1557 1315 1577 1755
The table below represents data that was observed and collected on a given roadway. 10-20 20-30 30-40 40-50 50-60 60-70 70-80 80-90 Speed 0-10 Range (km/h) 10 40 50 29 a) Design Speed (98th Percentile b) Upper Safe Speed (85th Percentile) c) Lower Safe Speed (15th Percentile) 150 250 300 90 90 90-100 20 Using the abovementioned collected data, compute the following and show all necessary steps and units:
7. The following table shows traffic flow data collected at the main road in an urban area, in two successive days during the peak period Day one Flow (veh) Day two Time Flow (veh) 7:30 – 7:45 7:45 – 8:00 900 950 960 8:00 – 8:15 1010 1015 8:15 – 8:30 990 980 (a) Determine the peak hour factor (PHF) (b) Estimate the missing traffic flow count (x) on day two.
Transportation The table shows a 15-minute volume counts during the peak hour on an approach of an intersection