How calculate ? Help me please
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F395012b8-6b69-4270-b491-312d11dc2e2e%2Fe5b3a329-a924-4b6f-a4ca-cab8fbd373cb%2F5rlqsfc_processed.jpeg&w=3840&q=75)
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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