(show your solutions)Given the figure above, compute for the Annual Average Daily Traffic of all vehicle types: *A.338B.None of the aboveC.393D.418E.431 Figure 2: 24-HEF, DF, and SFVehicle Type1b.Motoreyc Passenge Passengele9 TruckSemiTruck 2- Truck Traler3&410 TrackSemiTraler Saxles3.7. Rigid 3. Rigid11 Truck 12 TruckTraler +TraleSTins Periodla MotorTricycle4 Goods 5. Stmal 6. LargeBusBusrCarAsleAxleAxleAtleaxdes24 bour Exp FactorDaly FactorSeasenal Facto1 1507098137021150104260.9955120001200017000 Figure 1: MCVC CountVehicle Type9. Truck 10. TruckSemi-Trailer 5+lb.2.3.7. Rigid 8. RigidHour of Dayla. Motor-Semi-Motorcyc Passenger Passenger Truck 2- Truck 3-AxleTrailerTricycleUtilityAxleleCar3&4 axlesaxles186:00-7:007:00-8:0035134.1948:00-9:009:00-10:0010:00-11:0011:00-12:0012:00-13:00318151.16164.1.144.3.2.103.13:00-14.0014:00-15.0015.00-1600152.2.1016:00-17:001017:00-18:00

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Answered: show your solutions) Given the figure…

show your solutions) Given the figure above, compute for the Annual Average Daily Traffic of all vehicle types: * A.338 B.None of the above C.393 D.418 E.431

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Intersection Design

An intersection is a location where two or more roads or railways meet or join. The traffic movement is controlled at the intersection that depends on its design and type. It governs the operation, efficiency, speed, capacity, and safety of the highways, airways, and railways. The movement of the pedestrian causes hazards and delays at the intersection.

Question

(show your solutions) Given the figure above, compute for the Annual Average Daily Traffic of all vehicle types: * A.338 B.None of the above C.393 D.418 E.431

Figure 2: 24-HEF, DF, and SF
Vehicle Type
1b.
Motoreyc Passenge Passenge
le
9 Truck
Semi
Truck 2- Truck Traler
3&4
10 Track
Semi
Traler S
axles
3.
7. Rigid 3. Rigid
11 Truck 12 Truck
Traler +TraleS
Tins Period
la Motor
Tricycle
4 Goods 5. Stmal 6. Large
Bus
Bus
rCar
Asle
Axle
Axle
Atle
axdes
24 bour Exp Factor
Daly Factor
Seasenal Facto
1 1507
098
13702
1150
10426
0.9955
12000
12000
17000

Figure 1: MCVC Count
Vehicle Type
9. Truck 10. Truck
Semi-
Trailer 5+
lb.
2.
3.
7. Rigid 8. Rigid
Hour of Day
la. Motor-
Semi-
Motorcyc Passenger Passenger Truck 2- Truck 3-
Axle
Trailer
Tricycle
Utility
Axle
le
Car
3&4 axles
axles
18
6:00-7:00
7:00-8:00
35
13
4.
19
4
8:00-9:00
9:00-10:00
10:00-11:00
11:00-12:00
12:00-13:00
3
18
15
1.
16
16
4.
1.
14
4.
3.
2.
10
3.
13:00-14.00
14:00-15.00
15.00-1600
15
2.
2.
10
16:00-17:00
10
17:00-18:00

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