Project Report on Wonboyn River Bridge Project

This project report discusses the planning and execution of the Wonboyn River Bridge Project, including work breakdown structure, network diagram, and team performance analysis.

Running head: PROJECT REPORT
Project Report
Wonboyn River Bridge Project
Name of the Student:
Student ID:
Name of the University:

1PROJECT REPORT
Executive Summary
The following assignment had been made on the concept of developing the planning the
execution of the activities and aligning the significant management of the operations. The project
of Wonboyn River Bridge had been developed for widening of the existing highway bridge over
the river. The Welbilt Pty Ltd had been planning for forming the construction of the bridge and
improving the travelling at the locations. The people had been able to improve their conveyance
with the help of the increased area for travelling. The report would include the work breakdown
structure construction of the project and identifying the probable construction of the highway
bridge. The network diagram had been developed using Ms-Project software and the report had
been developed on the proper management of the operations for the project.

2PROJECT REPORT
Table of Contents
Introduction......................................................................................................................................3
Reflective Comments on Team Performance..................................................................................3
Identification and description of project activities..........................................................................4
Network Diagram..........................................................................................................................11
Analysis of Network......................................................................................................................12
Comments on Relevance of work..................................................................................................12
Suitability of network....................................................................................................................14
Conclusion.....................................................................................................................................14
Bibliography..................................................................................................................................16

3PROJECT REPORT
Introduction
The specific project alignment would be effectively managed with the formation and
deployment for the alignment and influence management (Kerzner and Kerzner 2017). The
construction management includes the successful integration and implication and listing probable
information management. The project plan development had been successfully implied with the
continuation of the successful project execution. The management of the construction projects
had been implied with the management of the probable information management for developing
the construction project execution (Raj and Wadsamudrakar 2018). The improvement of the
highway construction would be effectively managed with the consideration and utilization of the
successive project plan development.
The following assignment is effectively developed for considering the utilization of the
effective implication management. The improved functional development can be implied with
the consideration and utilization management. The improvement of the information analysis is
implied with the consideration of the factors and alignment of the activities. The report is implied
for taking care of the construction management and information development of activities of
Wonboyn River Bridge Project. The discussion of the network diagram would include the
probable identification of the work packages and forming proper project plan development. The
narrative analysis of the team performance would be done for taking care of the information
management for the construction project.
Reflective Comments on Team Performance
The reflective review of the project operations had been helpful for implying the
management of the activities. I was the project manager with the responsibilities of managing

4PROJECT REPORT
and executing the project operations. I had to make sure that the project work was divided to
specific persons for executing the project activities. We were also responsible for analysing and
planning the completion of the activities and listing the compact analysis of the project
completion. My team comprised of external contractor for resource accumulation and
development of effective alignment model. The project team had the responsibility of developing
successive completion of the project. Being a manager I was responsible for the completion of
the project activities. The planner was involved for developing the project plan for the
completion of the effective project completion. The management of the successful project
activities completion had been developed confiding the management of the operations. The
implication of the factors of development was highly implied with the formation of the
successive project completion and development management. The alignment model is implied
with the continuation and deployment model for the utilization management.
Identification and description of project activities
The Wonboyn River Bridge Project had been developed for widening of the existing
highway bridge over the river. The Welbilt Pty Ltd had been planning for forming the
construction of the bridge and improving the travelling at the locations. The following is the list
of project activities,
WBS Task Name
0 WONBOYN RIVER BRIDGE PROJECT
1 Start, Administration
2 Initial Site Establishment
2.1 Initial Surveying

5PROJECT REPORT
2.2 Site Clearance
2.3 Signage and Protection
2.4 Drainage system
2.5 Security and guard outposts
2.6 Site Office
2.7 Staff Area/ Parking
2.8 Site Induction
2.9 Traffic Signage
2.10 Accessing Roads
2.11 Temporary Services
2.12 Notify and receive Casting Steel (PSC)
2.13 Construct Casting Bay
3 Surveying
3.1 Set out for Pre-existing bridge
3.2 Set out for Pier Piles
3.3 Set out for pier Piles
4 Demolition
4.1 Railing/End post Demolish
4.2 Partially demolish deck/wing wall
5 De watering/Drainage of creek
5.1 Establish Site boundaries
5.2 Embankment
5.3 Place Sheet Pile to create Coffer Dam
5.4 Drain water
6 Manufacture PSC Planks

6PROJECT REPORT
6.1 Order/Receive Steel Fibres
6.2 Determine plank size/dimensions
6.3 Place pre stressed fibres
6.4 Pour Concrete
6.5 Steam cure concrete, demold
7 Excavation
7.1 Excavate for Abutment Pile A
7.2 Excavate for Abutment Pile B
7.3 Excavate for Pier Pile A
7.4 Excavate for Pier Pile B
8 Construct Abutment Piles
8.1 Establish Site
8.2 Place Steel cases into soil and boring
8.3 Place Steel Reinforcement
8.4 Pour Concrete
8.5 Remove Casing
8.6 Cure Concrete
9 Construct Pier Piles
9.1 Place Steel cases into soil and boring
9.2 Place Steel Reinforcement
9.3 Pour Concrete
9.4 Remove Casing
9.5 Cure Concrete
10 Construct Columns
10.1 Place Steel Reinforcement

7PROJECT REPORT
10.2 Put formwork in place
10.3 Pour concrete
10.4 Cure Concrete
10.5 Remove Formwork
11 Construct Headstock
11.1 Place Steel Reinforcement
11.2 Put formwork in place
11.3 Pour concrete
11.4 Cure Concrete
11.5 Remove Formwork
12 Construct Abutments
12.1 Place order for Elastomeric strips
12.2 Erect Scaffolding
12.3 Formwork & Reinforcement
12.4 Pour and Compact/Vibrate Concrete
12.5 Cure Concrete
12.6 Remove Formwork
12.7 Install elastomeric bearings/ motor pads/ dowel Pedestals
13 Place PSC
13.1 Order Crane
13.2 Move PSC planks to site
13.3 Order Protection Angle
13.4 Set out position
13.5 Put PSC Planks in place
13.6 Fix Protection Angle

8PROJECT REPORT
14 Approaching Slab
14.1 Set out Position
14.2 Put Reinforcement in place
14.3 Place formwork
14.4 Pour concrete
14.5 Cure and harden concrete
14.6 Remove Formwork
15 Parapet
15.1 Core
15.2 Put Dowel Reinforcement in place
15.3 Epoxy Mortar (Fill Reo)
15.4 Set out positions
15.5 Put Reinforcement in place
15.6 Place formwork
15.7 Pour Concrete
15.8 Cure/ Harden concrete
15.9 Remove formwork
16 Construct Main Deck
16.1 Set Out Positions
16.2 Put formwork in place for Scutter
16.3 Pour Asphalt concrete
16.4 Cure/ Harden Concrete
16.5 Remove Formwork
17 Wing walls
17.1 Place reinforcement in place

9PROJECT REPORT
17.2 Put formwork in place
17.3 Pour concrete
17.4 Cure/Harden Concrete
17.5 Remove formwork
18 Railings
18.1 Place order for Barrier Railings
18.2 Railing Set out
18.3 Cast Posts
18.4 Use Protective Coating
18.5 Weld
18.6 Construct Panels
19 Site Closure
19.1 Cleanup
19.2 Remove site services, amenities, power…
20 Project Completion
Explanation of the project activities: The Wonboyn River Bridge Project is developed
for constructing the bridge with a wider width and it would be implied with the management of
the successful implementation model. The project is initialized with the operations of Start,
Administration process where all the information collection is done.
The first phase of the project includes initial site establishment comprising of the
activities of initial surveying, site clearance, signage and protection, drainage system, security
and guard outposts, site office, staff area/ parking, site induction, traffic signage, accessing roads,
temporary services, notify and receive casting steel (PSC), and construct casting bay.

10PROJECT REPORT
The second phase of the project surveying involves set out for pre-existing bridge, set out
for pier piles, and set out for pier piles. The next phase Demolition includes the activities of
railing/end post demolishes and partially demolishes deck/wing wall de watering/drainage of
creek. The next phase, establish site boundaries includes the activities of embankment, place
sheet pile to create coffer dam, and drain water.
The next phase, manufacture PSC planks includes the activities of order/receive steel
fibres, determine plank size/dimensions, place pre stressed fibres, pour concrete, and steam cure
concrete, demold. The next phase excavation includes the activities of excavate for abutment pile
A, excavate for abutment pile B, excavate for pier pile A, and excavate for pier pile B. The next
phase, construct abutment piles includes the activities of establish site, place steel cases into soil
and boring, place steel reinforcement, pour concrete, remove casing, and cure concrete.
The next phase construct pier piles includes the activities of place steel cases into soil and
boring, place steel reinforcement, pour concrete, remove casing, and cure concrete. The next
phase construct columns includes the activities of place steel reinforcement, put formwork in
place, pour concrete, cure concrete, and remove formwork. The next phase construct headstock
includes the activities of place steel reinforcement, put formwork in place, pour concrete, cure
concrete, and remove formwork.
The next phase construct abutments includes the activities of place order for elastomeric
strips, erect scaffolding, formwork & reinforcement, pour and compact/vibrate concrete, cure
concrete, remove formwork, and install elastomeric bearings/ motor pads/ dowel pedestals. The
next phase place PSC includes the activities of order crane, move PSC planks to site, order
protection angle, set out position, put PSC planks in place, and fix protection angle. The next

11PROJECT REPORT
phase Approaching Slab includes the activities of set out position, put reinforcement in place,
place formwork, pour concrete, cure and harden concrete, and remove formwork.
The next phase Parapet includes the activities of core, put dowel reinforcement in place,
epoxy mortar (fill reo), set out positions, put reinforcement in place, place formwork, pour
concrete, cure/ harden concrete, and remove formwork. The next phase construct main deck
includes the activities of set out positions, put formwork in place for scutter, pour asphalt
concrete, cure/ harden concrete, and remove formwork.
The next phase wing walls include the activities of place reinforcement in place, put
formwork in place, pour concrete, cure/harden concrete, and remove formwork. The next phase
railings includes the activities of place order for barrier railings, railing set out, cast posts, use
protective coating, weld, and construct panels. The next phase site closure includes the activities
of cleanup and removes site services, amenities, power. The final milestone for the project is
project completion.
Network Diagram

12PROJECT REPORT
1
13 17 18
21 24 26 29 31 32
35
42
47
51
76
87 88 91
92 93
84
3
4
5
10
14
65
66
67
68
69
70
73
74 77 78 109
11 196
8 9 12
22
15
7
8375
25 27
30 37
94
41
48
45
116
114
112
113
61 53 49
50
106
104
103 101
99
97
55
33
54
44
43
38
40
36
5657
100
9089
110
105
60 59
62
80 81
82
85 107
111
118117
71
63 98
95
Figure 1: Network Diagram for the project
(Source: Created by the author)
Analysis of Network
The project network diagram has been developed using the Ms-Project software and it
would involve the activity id on the node for developing effective project progress. The network
diagram would be developed for integrating the management of the factors and alignment of the
successive information management. The critical activities of the project has been shown in the
red blocks and the rest of the activities (non critical) have been shown in blue blocks.
Comments on Relevance of work
The project plan has been shown in the following Gantt chart,

13PROJECT REPORT
ID Task
Mode
WBS Task Name Duration
0 0 WONBOYN RIVER BRIDGE PROJECT 191 days
1 1 Start, Administration 0 days
2 2 Initial Site Establishment 7 days
3 2.1 Initial Surveying 1 day
4 2.2 Site Clearance 1 day
5 2.3 Signage and Protection 1 day
6 2.4 Drainage system 2 days
7 2.5 Security and guard outposts 1 day
8 2.6 Site Office 1 day
9 2.7 Staff Area/ Parking 1 day
10 2.8 Site Induction 1 day
11 2.9 Traffic Signage 2 days
12 2.10 Accessing Roads 3 days
13 2.11 Temporary Services 1 day
14 2.12 Notify and receive Casting Steel (PSC)1 day
15 2.13 Construct Casting Bay 3 days
16 3 Surveying 3 days
17 3.1 Set out for Pre-existing bridge 1 day
18 3.2 Set out for Pier Piles 1 day
19 3.3 Set out for pier Piles 1 day
20 4 Demolition 4 days
21 4.1 Railing/End post Demolish 3 days
22 4.2 Partially demolish deck/wing wall 3 days
23 5 De watering/Drainage of creek 14 days
24 5.1 Establish Site boundaries 6 days
25 5.2 Embankment 2 days
26 5.3 Place Sheet Pile to create Coffer Dam6 days
27 5.4 Drain water 2 days
28 6 Manufacture PSC Planks 13 days
29 6.1 Order/Receive Steel Fibers 1 day
30 6.2 Determine plank size/dimensions 1 day
31 6.3 Place pre stressed fibers 1 day
32 6.4 Pour Concrete 1 day
33 6.5 Steam cure concrete, demold 12 days
34 7 Excavation 6 days
35 7.1 Excavate for Abutment Pile A 3 days
36 7.2 Excavate for Abutment Pile B 3 days
37 7.3 Excavate for Pier Pile A 3 days
38 7.4 Excavate for Pier Pile B 3 days
39 8 Construct Abutment Piles 12 days
40 8.1 Establish Site 12 days
41 8.2 Place Steel cases into soil and boring2 days
42 8.3 Place Steel Reinforcement 2 days
43 8.4 Pour Concrete 2 days
44 8.5 Remove Casing 2 days
45 8.6 Cure Concrete 7 days
46 9 Construct Pier Piles 9 days
47 9.1 Place Steel cases into soil and boring2 days
48 9.2 Place Steel Reinforcement 2 days
49 9.3 Pour Concrete 2 days
50 9.4 Remove Casing 2 days
51 9.5 Cure Concrete 7 days
52 10 Construct Columns 14 days
53 10.1 Place Steel Reinforcement 2 days
54 10.2 Put formwork in place 3 days
55 10.3 Pour concrete 2 days
56 10.4 Cure Concrete 7 days
57 10.5 Remove Formwork 2 days
58 11 Construct Headstock 16 days
59 11.1 Place Steel Reinforcement 2 days
60 11.2 Put formwork in place 3 days
61 11.3 Pour concrete 2 days
62 11.4 Cure Concrete 7 days
63 11.5 Remove Formwork 2 days
64 12 Construct Abutments 67 days
65 12.1 Place order for Elastomeric strips 42 days
66 12.2 Erect Scaffolding 1 day
67 12.3 Formwork & Reinforcement 1 day
68 12.4 Pour and Compact/Vibrate Concrete 12 days
69 12.5 Cure Concrete 1 day
70 12.6 Remove Formwork 7 days
71 12.7 Install elastomeric bearings/ motor
pads/ dowel Pedestals
3 days
72 13 Place PSC 97 days
73 13.1 Order Crane 6 days
74 13.2 Move PSC planks to site 2 days
75 13.3 Order Protection Angle 96 days
76 13.4 Set out position 1 day
77 13.5 Put PSC Planks in place 1 day
78 13.6 Fix Protection Angle 10 days
79 14 Approaching Slab 19 days
80 14.1 Set out Position 1 day
81 14.2 Put Reinforcement in place 4 days
82 14.3 Place formwork 10 days
83 14.4 Pour concrete 1 day
84 14.5 Cure and harden concrete 7 days
85 14.6 Remove Formwork 3 days
86 15 Parapet 22 days
87 15.1 Core 2 days
88 15.2 Put Dowel Reinforcement in place 1 day
89 15.3 Epoxy Mortar (Fill Reo) 1 day
90 15.4 Set out positions 1 day
91 15.5 Put Reinforcement in place 3 days
92 15.6 Place formwork 3 days
93 15.7 Pour Concrete 1 day
94 15.8 Cure/ Harden concrete 7 days
95 15.9 Remove formwork 3 days
96 16 Construct Main Deck 22 days
97 16.1 Set Out Positions 1 day
98 16.2 Put formwork in place for Scutter 10 days
99 16.3 Pour Asphalt concrete 1 day
100 16.4 Cure/ Harden Concrete 7 days
101 16.5 Remove Formwork 3 days
102 17 Wing walls 24 days
103 17.1 Place reinforcement in place 4 days
104 17.2 Put formwork in place 9 days
105 17.3 Pour concrete 1 day
106 17.4 Cure/Harden Concrete 7 days
107 17.5 Remove formwork 3 days
108 18 Railings 96 days
109 18.1 Place order for Barrier Railings 96 days
110 18.2 Railing Set out 2 days
111 18.3 Cast Posts 2 days
112 18.4 Use Protective Coating 10 days
113 18.5 Weld 2 days
114 18.6 Construct Panels 2 days
115 19 Site Closure 4 days
116 19.1 Cleanup 2 days
117 19.2 Remove site services, amenities, power…2 days
118 20 Project Completion 0 days
10/15
7/8
T S W S T M F T S W S T M
Aug 26, '18 Oct 21, '18 Dec 16, '18 Feb 10, '19 Apr 7, '19 Jun 2, '19 Jul 28, '19
Figure 2: Project Gantt chart
(Source: created by the author)

14PROJECT REPORT
The project plan has been developed for integrating the management of the improved
project plan development. The project plan has been developed considering the project activities
aligned with the continuation of the improved functional development. The proper project plan
development would be supported by the inclusion of the factors and development. The listing of
the successful project activity alignment had been implied for taking care of the information
management and inclusion of proper project development.
Suitability of network
The project network would be developed considering the method of effective and
improved project plan development. The waterfall model would be developed considering the
management of the successive implementation model. The network plan development of the
project would be effectively managed with the implication and specific utilization of the project
plan development. The project network plan was developed considering the alignment of the
improved functional development and integrating the improved construction management. It is
significantly managed with the utilization of the innovative construction works. The analysis had
been helpful for taking care of the factors and integration of the innovative project completion.
Conclusion
It can be concluded that the identification of the network elements for the construction
project activities had been implied with the continuation of the construction project management.
The completion of the project had resulted in identifying the probable management of the
information and listing the successful completion of the project. The major factor required for
the analysis of the effective construction works had been considered for the construction of the
project. The increment of the width of the highway had been done considering the principles of

15PROJECT REPORT
the effective project management principles and management. It is important for aligning with
the development of the successful project completion.
The use of the work package identification had been done for making sure that the
probable alignment activities had been formed with the consideration of the factors for aligning
the implication management. The report had helped in documenting any change requirements or
the progress highlights of the project. The future prospects had been considered for the
completion of the effective project compliment. The network diagram had been developed using
the project management software and it had implied with the usefulness of the successful project
completion. The AON notation for the project activities had been developed considering the
development of the activities.

16PROJECT REPORT
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17PROJECT REPORT
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