How calculate ? Help me please

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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Table 1 Speed and Delay Information.
Street Name: 29 North
Weather: Clear
Cross
Streets
Ivy Road
Massie Road
Arlington Blvd.
Wise Street
Barracks Road
Angus Road
Hydraulic Road
Seminole Court
Greenbrier Drive
Premier Court
Fashion Square I
Fashion Square II
Rio Road
Totals
Distance
(ft)
Date: July 7, 1994
Non-peak
Time: 2:00 3:00 p.m.
Ideal
Travel Segment Stop
Time
Reason Speed Travel Segment Net
for Limi Time Delay Speed
(mi/h) (sec) Stoppage (mi/h
Speed Time
(sec)
(sec)
(sec) (mi/h)
0
0.0
1584
42.6
1320
27.7
792
19.7
27.4
1320
32.1 28.0
2244
49.8
30.7
1584
24.4
44.3
1584
42.6
25.4
1848
41.5
30.4
1320
37.4
24.1
1584
23.6
45.8
1056
19.7
36.5
1056 20.2 35.6
17292 381.3 30.9 119.5
0.0
20.1
0.0
8.9
15.4 Signal
9.2
0.0
19.5
15.6
11.8
4.9
0.0
14.1 Signal 45
25.4
32.5
How calculate ?
Help me please
Signal
Signal
Signal
Signal
Signal
Signal
Signal
40
40
40 40 40 45 45 45 45 45
45
0.0
27.0
22.5
13.5
22.5
38.3
24.0
24.0
28.0
20.0
24.0
16.0
16.0
275.8
0.0
15.6
5.2
6.2
9.6
11.5
0.4
18.6
13.5
17.4
-0.4
3.7
4.2
105.5
17.2
32.5
18.9
18.9
25.9
44.3
17.4
22.1
18.3
37.9
36.5
21.0
23.5
Transcribed Image Text:Table 1 Speed and Delay Information. Street Name: 29 North Weather: Clear Cross Streets Ivy Road Massie Road Arlington Blvd. Wise Street Barracks Road Angus Road Hydraulic Road Seminole Court Greenbrier Drive Premier Court Fashion Square I Fashion Square II Rio Road Totals Distance (ft) Date: July 7, 1994 Non-peak Time: 2:00 3:00 p.m. Ideal Travel Segment Stop Time Reason Speed Travel Segment Net for Limi Time Delay Speed (mi/h) (sec) Stoppage (mi/h Speed Time (sec) (sec) (sec) (mi/h) 0 0.0 1584 42.6 1320 27.7 792 19.7 27.4 1320 32.1 28.0 2244 49.8 30.7 1584 24.4 44.3 1584 42.6 25.4 1848 41.5 30.4 1320 37.4 24.1 1584 23.6 45.8 1056 19.7 36.5 1056 20.2 35.6 17292 381.3 30.9 119.5 0.0 20.1 0.0 8.9 15.4 Signal 9.2 0.0 19.5 15.6 11.8 4.9 0.0 14.1 Signal 45 25.4 32.5 How calculate ? Help me please Signal Signal Signal Signal Signal Signal Signal 40 40 40 40 40 45 45 45 45 45 45 0.0 27.0 22.5 13.5 22.5 38.3 24.0 24.0 28.0 20.0 24.0 16.0 16.0 275.8 0.0 15.6 5.2 6.2 9.6 11.5 0.4 18.6 13.5 17.4 -0.4 3.7 4.2 105.5 17.2 32.5 18.9 18.9 25.9 44.3 17.4 22.1 18.3 37.9 36.5 21.0 23.5
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