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- Q.find fos for the case1% rq l. . Z Ex. expansion factors.. Table 4.7 Monthly Expansion Factors fora Rural Primary Road Monih ADT MEF Junuary February March 1350 1.756 1975 1615 1200 1450 April May June July Aagust September October 1600 LAKI 1700 1.394 2500 4100 450 0521 3750 2500 LIRS 1354 November 2000 December Total yearly volume 2KAS Mean average daily volume = 270 1750 Table 4.5 Hourly Expansion Factors for a Rural Primary Road Hour Volume HEF Hour Volume HEF 600-70 700-800 294 426 4200 29.00 22.05 600-700 p.m 1662 17.49 20.38 489 2526 296 31.19 3431 743 706 R00-900 pm. 9:00-1000 pm. 100-1100 pm 11.00-1200am. 1200-190am. R00-900am 9:00-10.00 am 1000-11.00 am. 11.00-1200 p.m 1200 100 pm 100-200 p.m. 2:00-30 pm. 300 400 p 400-S0 pm. S00-600 pm. Total daily volume = 12150 657 722 667 17.10 IK52 241 51.34 IK71 16.71 739 K32 100-200am 200-300am 300-400am. 400-500am. 500-600am 150 12150 137.2 1430 9014 144 100 90 14.77 12AS 961 92 137 Table 4.6 Duily Expansion Factors for a Rural Primary Road Day of Week…Project management involves the following except.. Oa thoughtlessness Db.monitoring Oc. planning Od. delegating A Moving to another question wil save this response. AR P9
- 9:38 O A O 4 .l 414 4woa9idón4Eqd0c32r5kmr.J. A university is considering two alternative types of bleachers for a new gymnasium. One of the two alternatives will be chosen. Assume that the benefits of the gymnasium are the same for both construction methods. Alternative A: Wooden bleachers on earth fill The first cost of $110.000 for the earth fill and $100.000 for the wooden bleachers. The annual painting costs are $5.000. The wooden bleachers must be replaced every 30 years at a cost of $100,000. The earth fill will last the entire 120 years Alternative B: Concrete Bleachers The first cost is $350,000. The expected life of the concrete bleachers is 120 years and the annual upkeep costs are $2.500 The university Uses a MARR of 7%. Which of the two alternatives is better? Opening in Google Drive.6) Construction of a building is based on the following CP network ACTIVITY A B C D E F G PREDECESSOR NORMAL TIME (days) A B,A A B C,D E,F,D 4 8 2 3 5 5 6 NORMAL COST ($) 100 80 40 20 80 100 120 CRASH TIME (days) 2 2 1 2 3 1 2 CRASH COST($) 150 140 60 80 140 160 240 a) Construct the network diagram b) Crash the project by 4 days, showing which activities you would crash and the cost of doing so. c) What is the percentage increase in project costs if the project is crashed by the 4 daysProblems 2. Solve for the best choice in terms of utility U=A-0.05X1 -0.02X2 3. For 300 trips, assign them using constant assignment ratio. Route 1 2 3 4 5 M Mode A Car -0.6 Jeep -0.3 Grab -0.4 Bus -0.5 Hours 1.1 1.2 1.3 1.4 1.5 X1 50 10 70 30 X2 30 45 20 35
- Q2) Find the total duration and date of completion (assume the project start date is 10/6/2019) by using following data build the Gant chart. Activity A Duration 3 days Followi C,D. FJHOK MI BCDEFGHIJKMNR 468 3 7 81 3 8 4 8 9 2 1 N- R - ng ActivityFor 300 trips, assign them using constant assigntment ratio Route Hours 1 1.1 2 1.2 3 1.3 4 1.4 5 1.5compute the table using transit ruie
- Give 1 concrete example of the following: Trip Generation Trip Distribution Modal Split Traffic Assignmentyear A base your trip gensnation Sturly obtined the dats Shown beloo relating to the daily poor trip productions per dwelling Unit (Y) and Residential density (x) dwelling per aver Y 3-5 30 6.5 10 4-0 So 70 Ⓒ Calibrate and plot the relationship Y= (a +bx)* (1) Using the calibrated model solve the folmoing Problem F A Residential Zone (A) as an in Area Soo ar ces and contains 7.500 dwelling Units - foo Isnes B and C are competing for the trips produced in A given the follasing in Formation. Calculate the trip inter-change uolumnes Qne and QAC if WAS =12 WAC = 8 all Inf= -1-5 InW, AB =0.5 AC and K=10VS Arrow Diagrams 12. Compute the values of ES, EF, LS, LF, FF, and TF for the activities in the following network. 1 i ET LT ES Mobilize 1 Activity Duration FF/TF Set up 1 3 Set up lights EF ET LT 4 3 Schedule inspection Cut pavement 4 Start traffic control 1 1 5 Make utility repairs 4 6 Inspect 2 repair Backfill and repave 3 Haul off debris 4 8 Finish work 4 245 9