3. The rate of work progress after 4 weeks. Activities Description Man hours Team size Depends on A Clearing 550 6 B Grubbing 550 5 Earth work 460 4 A, B D Base 420 3 E Paving 330 F Finish Shoulders 200 E G Move out 180 1
3. The rate of work progress after 4 weeks. Activities Description Man hours Team size Depends on A Clearing 550 6 B Grubbing 550 5 Earth work 460 4 A, B D Base 420 3 E Paving 330 F Finish Shoulders 200 E G Move out 180 1
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter12: Forecasting Travel Demand
Section: Chapter Questions
Problem 14P
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Question
![Question
Table 1 shows the list of the consecutive activities and their details for an 8-mi road
construction project. Prepare a line of balance schedule for a contract of 125 sections
using a target rate of build of 1.5 mile per week and each team working at their natural
rate assume a minimum buffer time of 4 days between the operation and five 8 hrs
days per week.
3. The rate of work progress after 4 weeks.
Activities
Description
Man hours Team size Depends on
A
Clearing
550
6
Grubbing
550
C
Earth work
460
A, B
D
Base
420
3
Paving
330
F
Finish Shoulders
200
1
E
Move out
180
1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa820ef91-5dc3-4d58-b566-005e6c873dd1%2Feda1fef1-46cd-4fef-8843-2e3cfd1fd499%2Fskuqjhq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question
Table 1 shows the list of the consecutive activities and their details for an 8-mi road
construction project. Prepare a line of balance schedule for a contract of 125 sections
using a target rate of build of 1.5 mile per week and each team working at their natural
rate assume a minimum buffer time of 4 days between the operation and five 8 hrs
days per week.
3. The rate of work progress after 4 weeks.
Activities
Description
Man hours Team size Depends on
A
Clearing
550
6
Grubbing
550
C
Earth work
460
A, B
D
Base
420
3
Paving
330
F
Finish Shoulders
200
1
E
Move out
180
1
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