An urban freeway is to be designed using the following information. AADT = 51,900 veh/day K (proportion of AADT occurring during the peak hour):                        0.12 D (proportion of peak hour traffic traveling in the peak direction):         0.65 Trucks:                                                                                                   8% of peak hour volume PHF = 0.96 Lane width:                                                                                            12 ft Shoulder width:                                                                                      10 ft Total ramp density:                                                                                 0.5 interchange/mile; all interchanges are to be cloverleaf interchanges Terrain:                                                                                                    rolling   Determine the number of lanes in the peak direction required to provide LOS C. (Assume commuter traffic and assume no RVs.) ____________ lanes   Show all calculations required. (Calculate your answers for the peak direction only. Enter fHV, the peak hour volume in veh/h, the free flow speed in mi/h, the demand flow rate in pc/h/ln, the mean speed in mi/h, and the density in pc/mi/ln.)   fHV_____________ peak hour volume ___________veh/h free flow speed ____________ mi/h demand flow rate _____________pc/h/ln mean speed _______________mi/h density _______________pc/mi/ln

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
An urban freeway is to be designed using the following information.
AADT = 51,900 veh/day
K (proportion of AADT occurring during the peak hour):                        0.12
D (proportion of peak hour traffic traveling in the peak direction):         0.65
Trucks:                                                                                                   8% of peak hour volume
PHF = 0.96
Lane width:                                                                                            12 ft
Shoulder width:                                                                                      10 ft
Total ramp density:                                                                                 0.5 interchange/mile; all interchanges are to be cloverleaf interchanges
Terrain:                                                                                                    rolling
 
Determine the number of lanes in the peak direction required to provide LOS C. (Assume commuter traffic and assume no RVs.)
____________ lanes
 
Show all calculations required. (Calculate your answers for the peak direction only. Enter fHV, the peak hour volume in veh/h, the free flow speed in mi/h, the demand flow rate in pc/h/ln, the mean speed in mi/h, and the density in pc/mi/ln.)
 
fHV_____________
peak hour volume ___________veh/h
free flow speed ____________ mi/h
demand flow rate _____________pc/h/ln
mean speed _______________mi/h
density _______________pc/mi/ln
Expert Solution
steps

Step by step

Solved in 2 steps with 4 images

Blurred answer
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning