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Construct the network for the shown project and find the total project duration using the CPM Method. Duration Activity Pred. (Weeks) A 14.0 B 11.3 C A 21.2 DEFGH A 15.0 B 15.3 B 15.8 C, E 13.2 C, E, F 14.0 1 C, E, F 30.8 J D 11.2 K D 1.0 L G, J, H 9.2 M K 8.8 Start 0 10 2 Set-up Site 1 2 3 (1,1) 0 14 5 Proc. RFT 055 (0,0) 2 20 4 Exc. Left 5 27 (3,3) 2 40 5 Exc. Centre 6 39 (4,4) 2 30 4 Exc. Right 325 (1,1) 5 50 7 Found. Left 7 29 (2,2) Critical Path Method 7 80 11 Abut. Left 9 4 13 (2,2) 5 70 7 Found. Cent. 7 100 13 9 2 11 (4,4) 11 140 21 Fill Left 13 10 23 21 160 24 Road Left 23 3 26 (2,2) (2,2) Pier 11 6 17 13 110 14 Left Beam 17 1 18 (4,4) 14 120 15 (4,4) 5 60 7 Found. Right 527 7 90 11 → Abut. Right Right Beam 74 11 17 1 18 (0,0) (3,3) (0,0) 14 155 22 Deck Slab 18 8 26 (4,4) 26 180 28 Surfacing 26 2 28 (0,0) 22 190 24 Handrail 26 2 28 (4,4) 28 200 29 Clear Site 28 1 29 (0,0) 0 16 10 Proc. Beams 7 10 17 (7,7) 11 150 23 Fill Right 11 12 23 (0,0) 23 170 26 Road Right 23 3 26 (0,0) ES Code EF Description LS Dur. LF (TF, TF)

Construct the network for the shown project and find the total project duration using the CPM Method. Duration Activity Pred. (Weeks) A 14.0 B 11.3 C A 21.2 DEFGH A 15.0 B 15.3 B 15.8 C, E 13.2 C, E, F 14.0 1 C, E, F 30.8 J D 11.2 K D 1.0 L G, J, H 9.2 M K 8.8 Start 0 10 2 Set-up Site 1 2 3 (1,1) 0 14 5 Proc. RFT 055 (0,0) 2 20 4 Exc. Left 5 27 (3,3) 2 40 5 Exc. Centre 6 39 (4,4) 2 30 4 Exc. Right 325 (1,1) 5 50 7 Found. Left 7 29 (2,2) Critical Path Method 7 80 11 Abut. Left 9 4 13 (2,2) 5 70 7 Found. Cent. 7 100 13 9 2 11 (4,4) 11 140 21 Fill Left 13 10 23 21 160 24 Road Left 23 3 26 (2,2) (2,2) Pier 11 6 17 13 110 14 Left Beam 17 1 18 (4,4) 14 120 15 (4,4) 5 60 7 Found. Right 527 7 90 11 → Abut. Right Right Beam 74 11 17 1 18 (0,0) (3,3) (0,0) 14 155 22 Deck Slab 18 8 26 (4,4) 26 180 28 Surfacing 26 2 28 (0,0) 22 190 24 Handrail 26 2 28 (4,4) 28 200 29 Clear Site 28 1 29 (0,0) 0 16 10 Proc. Beams 7 10 17 (7,7) 11 150 23 Fill Right 11 12 23 (0,0) 23 170 26 Road Right 23 3 26 (0,0) ES Code EF Description LS Dur. LF (TF, TF)

Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter12: Forecasting Travel Demand
Section: Chapter Questions
Problem 17P
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(Introduction to Construction Engineering and Management CVE 310).Construct the network for the shown project and find the total project duration using the CPM Method.(same to the example that shown in pictures)

Construct the network for the shown project and find the total project duration using the CPM Method. Duration Activity Pred. (Weeks) A 14.0 B 11.3 C A 21.2 DEFGH A 15.0 B 15.3 B 15.8 C, E 13.2 C, E, F 14.0 1 C, E, F 30.8 J D 11.2 K D 1.0 L G, J, H 9.2 M K 8.8
Transcribed Image Text:Construct the network for the shown project and find the total project duration using the CPM Method. Duration Activity Pred. (Weeks) A 14.0 B 11.3 C A 21.2 DEFGH A 15.0 B 15.3 B 15.8 C, E 13.2 C, E, F 14.0 1 C, E, F 30.8 J D 11.2 K D 1.0 L G, J, H 9.2 M K 8.8
Start 0 10 2 Set-up Site 1 2 3 (1,1) 0 14 5 Proc. RFT 055 (0,0) 2 20 4 Exc. Left 5 27 (3,3) 2 40 5 Exc. Centre 6 39 (4,4) 2 30 4 Exc. Right 325 (1,1) 5 50 7 Found. Left 7 29 (2,2) Critical Path Method 7 80 11 Abut. Left 9 4 13 (2,2) 5 70 7 Found. Cent. 7 100 13 9 2 11 (4,4) 11 140 21 Fill Left 13 10 23 21 160 24 Road Left 23 3 26 (2,2) (2,2) Pier 11 6 17 13 110 14 Left Beam 17 1 18 (4,4) 14 120 15 (4,4) 5 60 7 Found. Right 527 7 90 11 → Abut. Right Right Beam 74 11 17 1 18 (0,0) (3,3) (0,0) 14 155 22 Deck Slab 18 8 26 (4,4) 26 180 28 Surfacing 26 2 28 (0,0) 22 190 24 Handrail 26 2 28 (4,4) 28 200 29 Clear Site 28 1 29 (0,0) 0 16 10 Proc. Beams 7 10 17 (7,7) 11 150 23 Fill Right 11 12 23 (0,0) 23 170 26 Road Right 23 3 26 (0,0) ES Code EF Description LS Dur. LF (TF, TF)
Transcribed Image Text:Start 0 10 2 Set-up Site 1 2 3 (1,1) 0 14 5 Proc. RFT 055 (0,0) 2 20 4 Exc. Left 5 27 (3,3) 2 40 5 Exc. Centre 6 39 (4,4) 2 30 4 Exc. Right 325 (1,1) 5 50 7 Found. Left 7 29 (2,2) Critical Path Method 7 80 11 Abut. Left 9 4 13 (2,2) 5 70 7 Found. Cent. 7 100 13 9 2 11 (4,4) 11 140 21 Fill Left 13 10 23 21 160 24 Road Left 23 3 26 (2,2) (2,2) Pier 11 6 17 13 110 14 Left Beam 17 1 18 (4,4) 14 120 15 (4,4) 5 60 7 Found. Right 527 7 90 11 → Abut. Right Right Beam 74 11 17 1 18 (0,0) (3,3) (0,0) 14 155 22 Deck Slab 18 8 26 (4,4) 26 180 28 Surfacing 26 2 28 (0,0) 22 190 24 Handrail 26 2 28 (4,4) 28 200 29 Clear Site 28 1 29 (0,0) 0 16 10 Proc. Beams 7 10 17 (7,7) 11 150 23 Fill Right 11 12 23 (0,0) 23 170 26 Road Right 23 3 26 (0,0) ES Code EF Description LS Dur. LF (TF, TF)
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