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Use the information contained below to compress one time unit per move using the

ID: 376817 • Letter: U

Question

Use the information contained below to compress one time unit per move using the least cost method. Assume the total indirect cost for the project is $2000 and there is a savings of $100 per time unit reduced. Calculate the total direct, indirect, and project costs for each duration. What is the optimum cost-time schedule for the project? Note: The correct normal project duration and total direct cost are provided Activity Crash cost Maximum Slope) ID Crash Time Normal time Normal cost 2 4 $50 200 200 100 40 40 $200 1,000 800 1,000 800 1,000 1,000 200 4 Total direct normal costs $6,000

Explanation / Answer

ACTIVITY ID

CRASH COST

MAX CRASH TIME

NORMAL TIME

NORMAL COST

CRASH COST/TIME UNIT

A

$              -  

0

2

$             200

$               -  

B

$          50.0

1

4

$         1,000

$        50.00

C

$       200.0

2

5

$             800

$      100.00

D

$       200.0

2

5

$         1,000

$      100.00

E

$       100.0

1

3

$             800

$      100.00

F

$          40.0

1

5

$         1,000

$        40.00

G

$          40.0

1

4

$         1,000

$        40.00

H

$              -  

0

1

$             200

$               -  

TOTAL DIRECT NORMAL COSTS

$         6,000

TOTAL INDIRECT COST

$         2,000

TOTAL PROJECT COST (W/O CRASHING)

$         8,000

SAVING/TIME UNIT REDUCED

$             100

POSSIBLE PATHS

DURATION

ABCEFH

20

<- CRITICAL PATH

ABCEGH

19

ABDEFH

20

<- CRITICAL PATH

ABDEGH

19

ACTIVITIES ARE CRASHED ONLY ON CRITICAL PATH

(CRITICAL ACTIVITY WITH MINIMUM CRASH COST/TIME UNIT IS CRASHED FIRST FOR THE MAX CRASH TIME )

ACTIVITY CRASHED:

F

CRASH COST/TIME UNIT

$                           40

CRASH DURATION

1

TIME UNIT

SAVING

$                        100

PROJECT COST

$                     7,940

COMPRESSING FROM TIME PERIOD 20 TO 19, ACTIVITY 'F' IS CRASHED

ADJUSTED TOTAL COST AT TIME PERIOD 19

$                     7,940

POSSIBLE PATHS

DURATION

ABCEFH

19

<- CRITICAL PATH

ABCEGH

19

<- CRITICAL PATH

ABDEFH

19

<- CRITICAL PATH

ABDEGH

19

<- CRITICAL PATH

(NOW ONLY ACTVITIES A,B,E & H CAN BE CRASHED AS ONLY THEY ARE COMMON IN ALL THE CRITICAL PATHS)

ACTIVITY CRASHED:

B

CRASH COST/TIME UNIT

$                           50

CRASH DURATION

1

SAVING

$                        100

PROJECT COST

$                     7,890

COMPRESSING FROM TIME PERIOD 19 TO 18, ACTIVITY 'B' IS CRASHED

ADJUSTED TOTAL COST AT TIME PERIOD 18

$                     7,890

POSSIBLE PATHS

DURATION

ABCEFH

18

<- CRITICAL PATH

ABCEGH

18

<- CRITICAL PATH

ABDEFH

18

<- CRITICAL PATH

ABDEGH

18

<- CRITICAL PATH

ACTIVITY CRASHED:

E

CRASH COST/TIME UNIT

$                        100

CRASH DURATION

1

SAVING

$                        100

PROJECT COST

$                     7,890

COMPRESSING FROM TIME PERIOD 18 TO 17, ACTIVITY 'B' IS CRASHED

ADJUSTED TOTAL COST AT TIME PERIOD 17

$                     7,890

POSSIBLE PATHS

DURATION

ABCEFH

17

<- CRITICAL PATH

ABCEGH

17

<- CRITICAL PATH

ABDEFH

17

<- CRITICAL PATH

ABDEGH

17

<- CRITICAL PATH

NO ACTIVITY CAN BE CRASHED FURTHER, AS ALL THE ACTIVITIES COMMON TO ALL PATHS HAVE BEEN CRASHED TO THEIR MAX ALLOWED LIMIT.

OPTIMUM COST-TIME SCHEDULE

TIME PERIOD

17

TOTAL COST

$       7,890

ACTIVITY ID

CRASH COST

MAX CRASH TIME

NORMAL TIME

NORMAL COST

CRASH COST/TIME UNIT

A

$              -  

0

2

$             200

$               -  

B

$          50.0

1

4

$         1,000

$        50.00

C

$       200.0

2

5

$             800

$      100.00

D

$       200.0

2

5

$         1,000

$      100.00

E

$       100.0

1

3

$             800

$      100.00

F

$          40.0

1

5

$         1,000

$        40.00

G

$          40.0

1

4

$         1,000

$        40.00

H

$              -  

0

1

$             200

$               -  

TOTAL DIRECT NORMAL COSTS

$         6,000

TOTAL INDIRECT COST

$         2,000

TOTAL PROJECT COST (W/O CRASHING)

$         8,000

SAVING/TIME UNIT REDUCED

$             100

POSSIBLE PATHS

DURATION

ABCEFH

20

<- CRITICAL PATH

ABCEGH

19

ABDEFH

20

<- CRITICAL PATH

ABDEGH

19

ACTIVITIES ARE CRASHED ONLY ON CRITICAL PATH

(CRITICAL ACTIVITY WITH MINIMUM CRASH COST/TIME UNIT IS CRASHED FIRST FOR THE MAX CRASH TIME )

ACTIVITY CRASHED:

F

CRASH COST/TIME UNIT

$                           40

CRASH DURATION

1

TIME UNIT

SAVING

$                        100

PROJECT COST

$                     7,940

COMPRESSING FROM TIME PERIOD 20 TO 19, ACTIVITY 'F' IS CRASHED

ADJUSTED TOTAL COST AT TIME PERIOD 19

$                     7,940

POSSIBLE PATHS

DURATION

ABCEFH

19

<- CRITICAL PATH

ABCEGH

19

<- CRITICAL PATH

ABDEFH

19

<- CRITICAL PATH

ABDEGH

19

<- CRITICAL PATH

(NOW ONLY ACTVITIES A,B,E & H CAN BE CRASHED AS ONLY THEY ARE COMMON IN ALL THE CRITICAL PATHS)

ACTIVITY CRASHED:

B

CRASH COST/TIME UNIT

$                           50

CRASH DURATION

1

SAVING

$                        100

PROJECT COST

$                     7,890

COMPRESSING FROM TIME PERIOD 19 TO 18, ACTIVITY 'B' IS CRASHED

ADJUSTED TOTAL COST AT TIME PERIOD 18

$                     7,890

POSSIBLE PATHS

DURATION

ABCEFH

18

<- CRITICAL PATH

ABCEGH

18

<- CRITICAL PATH

ABDEFH

18

<- CRITICAL PATH

ABDEGH

18

<- CRITICAL PATH

ACTIVITY CRASHED:

E

CRASH COST/TIME UNIT

$                        100

CRASH DURATION

1

SAVING

$                        100

PROJECT COST

$                     7,890

COMPRESSING FROM TIME PERIOD 18 TO 17, ACTIVITY 'B' IS CRASHED

ADJUSTED TOTAL COST AT TIME PERIOD 17

$                     7,890

POSSIBLE PATHS

DURATION

ABCEFH

17

<- CRITICAL PATH

ABCEGH

17

<- CRITICAL PATH

ABDEFH

17

<- CRITICAL PATH

ABDEGH

17

<- CRITICAL PATH

NO ACTIVITY CAN BE CRASHED FURTHER, AS ALL THE ACTIVITIES COMMON TO ALL PATHS HAVE BEEN CRASHED TO THEIR MAX ALLOWED LIMIT.

OPTIMUM COST-TIME SCHEDULE

TIME PERIOD

17

TOTAL COST

$       7,890

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