Solve problem 3 ple 41SSS5678.Table 1. Movement Counts at the Intersection (veh/15 min)NorthboundSouthboundEastboundWestboundIntervalLRTR1630 to 16455320716262213565159491686245523019661904367159452184431645 to 17001700 to 17155224114291904483188522898461715 to 1730492381943214375717155238135Total2099166816481515927267720188349148Table 2. Saturation Flow Rates (veh/h)MovementSat. Flow Per LaneThroughThrough & Right19001850Left1700Right15002. Problem 3:Give a reasonable sequence of phases for this intersection, considering that leftturn volume is moderate on the NB, SB, and EB approaches and is weak on the WB approach.Pedestrian traffic does not warrant a pedestrian phase here.Problem 4:Compute delays and determine LOS for the NBTH and NBLT lane groups at thisintersection. Assume a full-actuated control with unit extension (passage time, PT) of 4 secondsand absence of filtering/metering at the neighboring signalized intersections. Effective greensignal times are.= 33.2s8 NB,TH=17.3s8 NB,LTand Cycle length is: C = 125 s3.41m3.99m4,02m 7.99m3.81m 3.82mX Street1.38m3.03m5.73m- 5.29m3.48m1.55m3.26m3.21m3,47m4.51m6.70m3.19m1,20m3.44m3,90m3.63.87m.09m4.06m4.51mY StreetFigure 1. Dual-Ring Phasing, X St. and y Street (North is up)MacBook Pro

g NB, TH = 33.2 sg NB, LT = 17.3 sCycle length, C = 125 sAs vehicle green for through movements is…

Interval 1630 to 1645 1645 to 1700 1700 to 1715 1715 to 1730 Total Northbound T 207 230 241 238 916 L 53 55 52 49 209 Movement Through Through & Right Left Right E R 16 19 14 T▬▬▬▬▬▬▬▬▬▬▬ a 19 68 Southbound T 221 Table 2. Saturation Flow Rates (veh/h) Sat. Flow Per Lane 1900 1850 1700 1500 190 L 26 66 29 83 43 57 164 815 159 272 190 R34435 214 L 65 37 67 Eastbound T R L 159 49 16 159 45 21 188 52 28 171 55 23 677 201 88 - Westbound T 86 ∞x 84 98 81 349 ∞ R 24 43 46 35 148

Interval 1630 to 1645 1645 to 1700 1700 to 1715 1715 to 1730 Total Northbound T 207 230 241 238 916 L 53 55 52 49 209 Movement Through Through & Right Left Right E R 16 19 14 T▬▬▬▬▬▬▬▬▬▬▬ a 19 68 Southbound T 221 Table 2. Saturation Flow Rates (veh/h) Sat. Flow Per Lane 1900 1850 1700 1500 190 L 26 66 29 83 43 57 164 815 159 272 190 R34435 214 L 65 37 67 Eastbound T R L 159 49 16 159 45 21 188 52 28 171 55 23 677 201 88 - Westbound T 86 ∞x 84 98 81 349 ∞ R 24 43 46 35 148

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

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

Question

Solve problem 3 ple

4
1
S
S
S
5
6
7
8.
Table 1. Movement Counts at the Intersection (veh/15 min)
Northbound
Southbound
Eastbound
Westbound
Interval
L
R
T
R
1630 to 1645
53
207
16
26
221
35
65
159
49
16
86
24
55
230
19
66
190
43
67
159
45
21
84
43
1645 to 1700
1700 to 1715
52
241
14
29
190
44
83
188
52
28
98
46
1715 to 1730
49
238
19
43
214
37
57
171
55
23
81
35
Total
209
916
68
164
815
159
272
677
201
88
349
148
Table 2. Saturation Flow Rates (veh/h)
Movement
Sat. Flow Per Lane
Through
Through & Right
1900
1850
Left
1700
Right
1500
2.

Problem 3:
Give a reasonable sequence of phases for this intersection, considering that left
turn volume is moderate on the NB, SB, and EB approaches and is weak on the WB approach.
Pedestrian traffic does not warrant a pedestrian phase here.
Problem 4:
Compute delays and determine LOS for the NBTH and NBLT lane groups at this
intersection. Assume a full-actuated control with unit extension (passage time, PT) of 4 seconds
and absence of filtering/metering at the neighboring signalized intersections. Effective green
signal times are.
= 33.2s
8 NB,TH
=17.3s
8 NB,LT
and Cycle length is: C = 125 s
3.41m
3.99m
4,02m 7.99m
3.81m 3.82m
X Street
1.38m
3.03m
5.73m
- 5.29m
3.48m
1.55m
3.26m
3.21m
3,47m
4.51m
6.70m
3.19m
1,20m
3.44m
3,90m
3.6
3.87m
.09m
4.06m
4.51m
Y Street
Figure 1. Dual-Ring Phasing, X St. and y Street (North is up)
MacBook Pro

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