H.W 01: Table 1 shows the field observations collected from a one hour in-out survey carried out for a car parking area consisting of 40 bays. The initial count is 25 vehicles and the time interval is 5 minutes. Compute 1) the accumulation, 2) total parking load, 3) parking volume, 4) average occupancy of the parking lot and 5) efficiency. Table 1: Data for H.W 1 Time (in minutes) 00-05 05-10 10-15 15-20 20-25 In Out 2 4 3 2 4 2 5 4 6 A
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- Using the CPM , draw the CPM diagram and find the critical path analysis. Activity Preceeding Activity Time (WEEKS) A NONE 4 B NONE 6 C A, B 7 D B 8 E B 5 F C 5 G D 7 H D, E 8 I F,G, H 4A certain road section has 3 lanes per direction. The result of a survey that was conducted to get the Peak Hour Volume from 5pm - 8pm, is given below. Determine the level of Service (LOS) using the tables below: 5:00-5:15 5:15-5:30 5:30-5:45 5:45 - 6:00 6:00 - 6:15 6:15-6:30 6:30- 6:45 6:45-7:00 7:00-7:15 7:15-7:30 7:30 - 7:45 7:45-8:00 8:00-8:15 8:15-8:30 8:30- 8:45 8:45-9:00 PCEF Types of Highway 2-lane Multi-lane (per lane) Level of Service Cars 15 95 69 95 10 89 47 56 68 12 100 15 F Source: DPWH Highway Planning Manual 19 69 36 69 Cars 1 0.21 -0.50 0.51 -0.70 0.71 0.85 0.86 - 1.00 greater than 1.0 Traffic Volume Trucks 77 Possible capacity (pcu/hr) 2000 2000 Table S: LOS for road section evaluation Volume / Capacity Ratio less than 0.20 18 25 86 15 2 91 26 59 2 57 92 40 14 15 79 Trucks 2.5 Bus 16 77 58 55 3 49 38 85 24 79 38 59 Description free flow traffic free flow traffic moderate traffic 56 33 83 73 Bus 1.5 *PCEF = Passenger Car Equivalent Factor; this will convert your…PARKING STUDIES PROB 1. Data collected at a parking lot indicate that a total of 300 cars park between 8 a.m. and 6 p.m. 10% of these cars are parked for an average of 2 hr, 30% for an average of 4 hr, and the remaining cars are parked for an average of 10 hr. Determine the space-hours of demand at the lot PROB 2. If 10% of the parking bays are vacant on average (between 8 a.m. and 6 p.m.) at the parking lot of PROB1, determine the number of parking bays in the parking lot. Assume an efficiency factor of 0.85
- The 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. 4.3The table below displays the data obtained from a one-hour in-out car parking survey of 50 bays. The initial count is 15 cars. The total average occupancy is about . % Time (min.) 0-10 10-20 20-30 30-40 40-50 50-60 In 3 4 7 6. Out 1 2 1For the data shown in the table below find AWT, ADT, AADT and AAWT. Total Weekday No. of Weekdays in Month (days) 22 Volume (vehicle) Month January February March April May June July August September October November December Total 20 22 22 21 22 23 21 22 22 21 22 Total Days in Month (days) 31 28 31 30 31 30 31 31 30 31 30 31 Total Monthly Volume (vehicle) 430000 415000 390000 405000 455000 505000 585000 575000 495000 425000 420000 405000 213000 225000 190000 205000 220000 235000 265000 265000 210000 200000 200000 215000
- TRAVEL TIME AND DELAY STUDIES • The 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 Run Direction/ Number Northward 2 4 5 6 7 8 9 10 Southward 3 4 6 7 8 9 10 No. of Vehicles Travel Traveling in Time Opposite Direction (min) 5.25 5.08 5.30 5.15 5.00 5.51 5.38 5.41 5.12 5.31 4.95 4.85 5.00 4.91 4.63 5.11 4.83 4.91 4.95 4.83 100 105 103 110 101 98 97 112 109 107 85 88 95 100 102 90 95 96 98 90 PARKING STUDIES No. of Vehicles That Overtook Test Vehicle 3 1 0 1 3 0 1 0 0 2 1 1 No. of Vehicles Overtaken by Test Vehicle 2 1 1 0 3 1 0 1 2 PROB 1. Data collected at a parking lot indicate that a total of 300 cars park between 8 a.m. and 6 p.m. 10% of these cars are parked for an average of 2 hr, 30% for an average of 4 hr, and the remaining cars are parked for an average of 10 hr. Determine the space-hours of demand at the lot PROB 2. If 10% of…1. Planners have estimated the following models for the AM Peak Hour T₁ = 1.5 H₁ T; - (1.5 Euj1) + (1 Euthy) + (0.5 Eretj) Where: T - Person Trips Originating in Zone i T₁ = Person Trips Destined for Zone j H Esti Eath Eret Variable 10000 8000 3000 2000 Data Dakotopolis 15000 10000 5000 1500 New Fargo A. What are the number of person trips originating in and destined for each city? B. Normalize the number of person trips so that the number of person trip origins = the number of person trip destinations. Assume the model for person trip origins is more accurate.Q1/ Traffic movement in the 16-hrs from 6: - 22: = 0.93 24hr flow and daily (16hr) flows from Morning to Friday to be almost constant. If Friday, Saturday, and Sunday are 10000 Veh, 8000 Veh, and 8000 veh respectively, however June =107% of annual average month. Find AADT? * 5643 veh 10075 veh 70968 veh O 9475 veh
- 3. A bus route having seven schedule stops has the following number of passengers alighting and boarding the bus: Stop Alighting Boarding 1 0 20 2 3 5 3 5 7 4 6 3 Rectangular Snip 5 8 4 6 7 2 7 12 0 Passengers board and alight through the front door. Alighting time/passenger = 1.8 sec and boarding time/passenger = 3 sec. Compute the dwell time at each stop and the total dwell time. (Assume the clearance time = 5 sec).Consider the following data: · Average number of vehicles (overtaking - overtaken) = 1 • Average number of vehicles during trips in opposite direction of traffic flow = 336 · Average journey time when test vehicle is travelling with the stream = 8 min 31 sec. · Average journey time when test vehicle is travelling against the stream = 7 min 24 sec. Average journey time for the above data is min. %3D5-4.. The following traffic count data were taken from a per- manent detector location on a major state highway. 1. 2. 3. 4. 5. Month No. of Total Total Total Weekdays Days in Monthly Weekday Volume in Month Month Volume (days) (days) (vehs) (vehs) 200,000 210,000 215,000 205,000 195,000 193,000 180,000 175,000 189,000 170,000 171,000 Jan 22 31 Feb 20 28 185,000 180,000: 172,000 168,000 160,000 150,000 -175,000 178,000 182,000 176,000 Mar 22 31 30 Apr May Jun 22 21 31 22 30 Jul 23 31 21 31 Aug Sep Oct 22 30 198,000 205,000 200,000 22 31 Nov 21 30 Dec 22 31 From this data, determine (a) the AADT, (b) the ADT for each month, (c) the AAWT, and (d) the AWT for each month. From this information, what can be dis- cerned about the character of the facility and the demand it serves?