two span bridge
TRANSCRIPT
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Koshy Varghese, Ph.D. Professor
Building Technology & Construction Management Department of Civil Engineering
I.I.T. Madras
Two Span Bridge Scheduling
Koshy Varghese IIT Madras
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Learning Objectives
• General activities & operations for the two-span bridge exercise
• Initial estimate of duration of activities based on operation details
• Establishing predecessor relationships
This example is only for classroom discussion Intent is to illustrate some of the aspects to be considered for time planning. It is not a comprehensive procedure.
Koshy Varghese IIT Madras
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Pre-cast Piles
EAST WEST
Two Span Bridge- Example
Pre-cast Beams
Recall Discussion on Activities identified in Lecture -3
Koshy Varghese IIT Madras
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TWO SPAN BRIDGE Koshy Varghese IIT Madras
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Pre-cast Piles
EAST ABUTMENT
WEST ABUTMENT
Two Span Bridge- Example
Pre-cast Beams
Define activities required to schedule this project
Koshy Varghese IIT Madras
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Two Span Bridge
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1
Cast Piles
2 Casting of beams
3
4
EAST WEST
5
6
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12 13
14 15
1. Order & Deliver Piles 2. Cast Beams 3. Drive Piles East 4. Const East Pile Cap 5. Const E. Abutment 6. Drive Piles Centre 7. Const Centre Pile Cap
9. Drive Piles West 10. Const West Pile Cap 11. Const W. Abutment 12. Place Beams E. Span 13. Place Beams W. Span 14. Deck Slab East 15. Deck Slab West 16. Lay Roads 8. Const Centre Pier
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Koshy Varghese IIT Madras
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1. Order & Deliver Piles
Casting Operation
Stored Piles
Koshy Varghese IIT Madras
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1. Order & Deliver Piles - Duration
Standard sizes of prefabricated piles are available. No. Piles required is say East (4x3) + Center (2x3) + West (4x3) = 30 When should Order be placed ? Find Lead time for delivery. (Stock availability, Delivery to location)
What if the piles were cast on site ?
No. piles required (4x3) + (2x3) + (4x3) Operation Sequence: 1.0 Reinforcement Fabrication – 1 day 2.0 Casting Pile 2.1 Formwork Assembly – 1 day 2.2 Concrete pouring – ½ day 2.3 Form removal after – 1 day 2.4 Form removal time- ½ day Curing before usage – 21 days regular 2 days steam curing
Production Rate vs. based on No. Forms 1 1 pile in 3 days -> 90 days for 30 piles
2 2 piles in 3 days -> 45 days “
3 3 piles in 3 days -> 30 days “
What determines production rate ?
Casting Yard Set-up 10 days
Koshy Varghese IIT Madras
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2. Cast Beams
Casting Operation
Transport
Koshy Varghese IIT Madras
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2. Cast Beams - Duration
Beams are prefabricated in casting yard set-up on site. No. Beams required is say 3 for each span- total = 6
No. beams required = 3 + 3 Operation Sequence: 1.0 Reinforcement Fabrication – 2 days 2.0 Casting Beam 2.1 Formwork Assembly – 1 day 2.2 Concrete pouring – 1 day 2.3 Form removal after – 1 day 2.4 Form removal time- 1 day Curing before usage – 28 (14) days regular 3 days steam curing Assume reinforcement fabrication is done in parallel
Production Rate – based on No. Forms/Beds No. Sets of forms 1 1 beam in 4 days -> 24 days for 6
beams
2 2 beams in 4 days -> 12 days “
3 3 beams in 4 days -> 8 days “
What production rate is required ?
Total Duration= 2 +14 (1st set); Day 6+14 (2ndset)?
Assume 3 sets of forms:
Koshy Varghese IIT Madras
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3, 6 & 9. Drive Piles
Pile Driving Operation
Koshy Varghese IIT Madras
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3, 6 & 9. Drive Piles - Duration
Driving Rate depends on Soil type and Rig Characteristics
Assume 1 day / pile
East & West Piles – 12 days Each Side
Center Piles – 6 days
Koshy Varghese IIT Madras
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4, 7 & 10. Construct Pile Cap Koshy Varghese IIT Madras
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4, 7 & 10. Construct Pile Cap - Duration
East & West Pile Cap - 12 piles Operation Sequence: 1.0 Excavation & PCC Bed– 1 day 2.0 Chipping 1 day 3.0 Reinforcement 1 day 4.0 Formwork 1 day 5.0 Concreting 1 day 6.0 Form removal after 1 day 7.0 Form Removal 1 day 8.0 Backfill 1 day Curing before usage – 3 days regular curing Total duration for East & West Pile Cap= 5days + 3days=8 days
Center Pile Cap - 6 piles Operation Sequence: 1.0 Excavation & PCC Bed– 1 day 2.0 Chipping 1/2 day 3.0 Reinforcement 1/2 day 4.0 Formwork 1 day 5.0 Concreting 1/2 day 6.0 Form removal after 1 day 7.0 Form Removal 1/2 day 8.0 Backfill 1/2 day Curing before usage – 3 days regular curing Total duration for East & West Pile Cap= 4 days+ 3days= 7 days
Koshy Varghese IIT Madras
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5 & 11. Construct Abutments Koshy Varghese IIT Madras
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5 & 11. Construct Abutments - Duration
Assume Abutment is done in 2 stages
Operation Sequence: (Stage-1)(Lower Level) 1.0 Reinforcement Erection – 3 days 2.0 Formwork Assembly – 3 days 3.0 Concrete pouring – 1 day 4.0 Form removal after – 1 day 5.0 Form removal time- 2 day Curing before next stage pour – 3 days
Operation Sequence: (Stage-2) (Higher Level) 1.0 Reinforcement Erection – 4 days 2.0 Formwork Assembly – 4 days 3.0 Concrete pouring – 1 day 4.0 Form removal after – 1 day 5.0 Form removal time- 2 days Abutment cap + Bearing Pad = 7 days
Duration = 10 (Stage-1) + 12 (Stage-2) + 7 (Cap +bearing pedestal) + 7 Curing
=36 days Each Abutment
Koshy Varghese IIT Madras
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8. Construct Centre Pier
Koshy Varghese IIT Madras
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8. Construct Centre Pier - Duration
Assume Pier is done in 2 stages + Pier cap and Bearing Pedestal
Operation Sequence: (Stage-1)(Lower Level) 1.0 Reinforcement Erection – 1 day 2.0 Formwork Assembly – 2 days 3.0 Concrete pouring – 1 day 4.0 Form removal after – 1 day 5.0 Form removal time- 1 day Curing before next stage pour – 3 days (?)
Operation Sequence: (Stage-2) (Higher Level) 1.0 Reinforcement Erection – 2 days 2.0 Formwork Assembly – 3 days 3.0 Concrete pouring – 1 day 4.0 Form removal after – 1 day 5.0 Form removal time- 1 day Curing before Pier cap – 3 days Pier cap + Bearing Pad – 5 days
Duration = 6 (Stage-1) + 8 Stage-2 upto form removal + 1 day (after stage 2) + 5 (Pier Cap Construction) + 7 days curing before loading
Pier cap etc = 1 days after Stage 2 + 5 days const + 28 days before Girder Placement
= 27 days
Koshy Varghese IIT Madras
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12 & 13 Place Beams Koshy Varghese IIT Madras
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12 & 13 Place Beams- Duration
Depends on lifting & placing method & distance from fabrication yard Assume 1 day / girder
East & West girders placement – 3 days each side.
+
4 days for girder diaphragm
Total = 7 days each side.
Koshy Varghese IIT Madras
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14 & 15. Construct Deck Slab Koshy Varghese IIT Madras
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14 & 15 Construct Deck Slab- Duration
Operation Sequence 1.0 Staging - 2 day 2.0 Formwork Assembly– 1 day 3.0 Reinforcement Erection – 2 days 4.0 Concrete pouring – 1 day 5.0 Form removal after – 7 day 6.0 Form removal time- 2 day Curing for 7 days Total = 15 days Each Side
Assume staging is done for each sides in 4 days
Koshy Varghese IIT Madras
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16. Lay road Koshy Varghese IIT Madras
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16. Lay road - Duration
Operation Sequence 1.0 Earthwork (Filling/grading/rolling) 10 days (Each side) with stone pitching revetment etc 2.0 Blacktopping – 5 days. (Full length)
Total Duration = 20 + 5 = 25 days (No overlap is done)
Is overlap possible ? What is the saving in duration ?
Koshy Varghese IIT Madras
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Two Span Bridge – Activity-Duration-Predecessors
Draw Network. Do Network Analysis - Any Changes suggested ?
Koshy Varghese IIT Madras
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11
No Resource Constraints
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Order/ Cast Piles
2 Casting of beams
3
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EAST WEST
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14 15 16
Koshy Varghese IIT Madras
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Discussion Points
What are the resources needed for each activity ? How does resource affect activity durations ? Which activities ? Should resource availability affect precedence relationship ? How can the duration of the project be reduced ?
Koshy Varghese IIT Madras
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To be continued……
Koshy Varghese IIT Madras