rodanthe bridge 4445 project improvements team a
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CEM Capstone September 21, 2021
Professor Ashley Johnson
4445 Project Improvements
Rodanthe Bridge
4445 Project Improvements
Team A
Prepared by:
Wael Aboul Hosn
Jarrett Beatty
Ricabelle Pagara
Jonathan Royster
Casey Taylor
2
Table of Contents Project Purpose ....................................................................................................................... 4
Summary of Major Design Components ................................................................................ 5
Critique of Major Design Components ..................................................................................11
Graphic (REVIT Model) ...........................................................................................................12
WBS here .................................................................................................................................22
WBS here .................................................................................................................................23
Means and Methods ................................................................................................................24
Erosion & Settlement Control ................................................................................................24
Utilities ...................................................................................................................................25
Roadway ...............................................................................................................................26
Rail System ...........................................................................................................................28
Specialized Equipment and Systems for Bridge Construction ................................................31
Constructability Analysis .......................................................................................................46
Design Alternatives.................................................................................................................47
Major Project Phases ..............................................................................................................48
Site Logistics...........................................................................................................................50
DETAILED COST ESTIMATE ..................................................................................................61
LIFE CYCLE COST ANALYSIS ...............................................................................................82
Value Engineering Proposals .................................................................................................85
Detailed Critical Path Schedule..............................................................................................88
Risk Management Plan ......................................................................................................... 129
Project Impact Report ........................................................................................................... 131
ISI Envision Award Potential [R4.4] ......................................................................................... 132
References: ........................................................................................................................... 134
Milestone 3 (Revision-Based References): ......................................................................... 135
Milestone 4 (Revision-Based References): ......................................................................... 135
3
List of Figures
Figure 1: N.C. 12 Washout, Rodanthe
Figure 2: Bent Cap Details 5
Figure 3: Span Distancing 6
Figure 4: Geotech Boring Profile 7
Figure 5: End Bent 1 Plan 8
Figure 6: Transition Bent 3 Elevation 9
Figure 7: Coil Fiber Wattle 25
Figure 8: Temporary Silt Fence 25
Figure 9: Construction of Water Lines 26
Figure 10: W1-L 26
Figure 11: Utilities Task Set 1 27
Figure 12: Utilities Task Set 2 27
Figure 13: Asphalt Base Course on Subgrade 28
Figure 14: Advancing Rail System 30
Figure 15: Dolly Trailer 32
Figure 16: DEAL Gantry Crane 33
Figure 17: Tripping Frame w/ Friction Collar 34
Figure 18: 500-tone Crawler Crane 35
Figure 19: 500-tonne specifications 35
Figure 20: 200-tonne Crawler Crane 37
Figure 21: 200-tonne Crawler Crane Measurements 37
Figure 22: A-Frame Stabilization Tower 39
Figure 23: Diesel Pile Driver 40
Figure 24: Bulldozer 41
Figure 25: Excavator 42
Figure 26: Concrete Mix Truck 43
Figure 27: Concrete Pump Truck 44
Figure 28: Modular Dancefloor System 45
Figure 29: GOMACO Cylinder Bridge Deck Finisher 46
Figure 30: Alternate Route Proposal 49
Figure 31: South End Logistics Model – Phase 1 52
Figure 32: South End Logistics Model – Phase 2 53
Figure 33: North End Logistics Model – Phase 1 54
Figure 34: North End Logistics Model – Phase 2 55
4
Project Purpose
The Outer Banks of North Carolina serve as the largest tourist attraction in the state and are one of the most
frequently visited attractions on the East Coast [1]. N.C. 12 is the only route that carries over 1 million
travelers in and out of the Outer Banks during the peak of the tourist season. The Atlantic Ocean imposes
a constant threat to N.C Route 12 and the sand dunes that protect it are frequently breached. With parts of
the Outer banks having a width of 0.1 miles, N.C 12 is susceptible to erosion, flooding, and washouts,
which can occasionally shut down parts of the
road for hours or even days [1]. When N.C 12
is shut down from these conditions, it maroons
the residents and creates major traffic issues
along the already busy road. In the town of
Rodanthe these issues are common. The land to
the north of Rodanthe is one of the thinnest
parts of the Outer Banks, consequently,
multiple road related issues arise from this.
The Rodanthe bridge, proposed by the North Carolina Department of Transportation (NCDOT) is
preventing various traffic hindrances from occurring. Extending into the Pamlico Sound, the 2.5-mile
bridge is providing a safe and constant traffic flow through Rodanthe and eliminates the potential for the
road being washed out, flooded, or closed [1]. The section of road that is susceptible to flooding by various
hurricanes, high tides, and other storms is effectively replaced by this bridge. Additionally, the construction
of this bridge gives back land to the Pea Island National Wildlife Refuge, an area that provides critical
habitat space for endangered species. Meaning that the existing roadway that the bridge is replacing will be
removed upon completion and opening of the bridge.
Figure 1: N.C 12 Washout, Rodanthe
5
Summary of Major Design Components
The Rodanthe Bridge is a two-lane trestle, jughandle bridge. Team A has analyzed the Rodanthe Bridge
major design components in terms of the foundation, substructure, and superstructure.
The Rodanthe Bridge foundation consists of concrete and steel piles. These piles are tipped out in the very
dense sand layer within the subsurface of the Pamlico Sound. The piles serve primarily to transfer axial
loads from the pile caps into the dense sands beneath the structure. There are three types of piles specified
for the Rodanthe Bridge. The three pile types consist of:
• 30” square concrete piles
• 54” diameter cylinder concrete piles
• 36” diameter hollow tube steel piles.
Furthermore, the various combinations of these types of piles are based upon the design loads at each bent.
The combinations along with the span lengths, and other additional information are listed below.
Types of Foundation:
• End bent 1 consists of:
o 5 - 30” square piles of 40’ length, spaced 10’ apart.
• Transition bents 1-3 consist of:
o 5 - 30” square piles of 40’ length, spaced 8’ apart.
• Transition bents 102-106 consist of:
o 5 - 30” piles of 32’ length, spaced 8’ apart.
• End bent 2 consists of:
o 5 - 30” square piles of 40’, spaced 10’ apart.
• Main bents 3-101 consist of:
o 4 - 54” cylindrical piles of 34’-6” length, spaced 17’-3” apart.
• Bents 100 & 101 are fixed and consist of:
o 3 - cylindrical piles of 34’-6” length, spaced 17’-3” apart.
o 18’ x 13’ footing is placed under the third cylinder, comprising of 4 - 30” Square
Prestressed Concrete piles
Figure 2: Bent Cap Details
6
Distance Between Spans:
• For Spans 1 – 4:
o 60 foot spacing between each span
• From Span 4 – 26:
o 97’ – 3” curved spacing between each span
• From Span 27 – 76:
o 137 foot spacing between each span
• From Span 76 – 101:
o 135’ – 9 ½” spacing between each span
• From 102 – 107:
o 60 foot spacing between each span
Figure 3: Span Distancing
7
Additional Information:
• From Pile 4 -26:
o Resistance factor per pile = 665 tons
o Diesel powered pile driver hammer equivalent rated energy = 375,000 – 500,000 ft-lbs per
blow
o Scour critical elevation = 53 feet
• From Pile 76 - 101:
o Resistance Factor per pile = 815 tons
o Diesel powered pile driver hammer equivalent rated energy = 375,000 – 500,000 ft-lbs per
blow
o Scour critical elevation = 53 feet
Substructure:
In a beam bridge design, the substructure is anything situated below the girders. There are four main
components of the substructure:
• pile caps
• piers
• pier caps
• bearings
Figure 4: Geotech Boring Profile
8
For this bridge, one of the key parts of the substructure includes the bents, which support the main
compressive load of the bridge. The bents’ main components are the bent span, elastomeric bearing pads,
and concrete piles. The bearing pads rests between the bent span and the concrete piles to absorb vibrations
and to put less strain on the piles.
Substructure Bents:
• End Bent 1:
o 48’-7” span
o (5) - 30” prestressed concrete piles.
o (2) - 12’ wing walls
o (14) - 2’-10” x 8” x 1” Elastomeric bearing pad
• Transition Bents 1-3:
o 42’-7” span
o (5) - 30” prestressed concrete piles.
o (28) – 2’-10” x 8” x 1” Elastomeric bearing pad
• Bents 6,7,9, &10:
o 43’ span
o (3) – 54” prestressed cylinder concrete piles
o (8) – 2’-8” x 1’-3” x 4 5/16” Elastomeric bearing pad
• Bent 4:
o 43’-2” span
o (3) – 54” prestressed cylinder concrete piles
o (4) – 2’-8” x 1’-3”x 4 5/16” Elastomeric bearing pad
o (14) – 2’-8” x 1’-3” x 3 7/16” Elastomeric bearing pad
• Bent 5 & 8:
o 43’ span
o (3) – 54” prestressed cylinder concrete piles
o (8) – 2’-8” x 1’-3” x 3 7/16” Elastomeric bearing pad
• Bents 11, 13-15, 17-19, 21, 22, 23, 25-26:
o 42’ span
o (3) – 54” prestressed cylinder concrete piles
o (8) – 2’-8” x 1’-3”x 4 5/16” Elastomeric bearing pad
• Bents 12, 16, 20 & 24:
o 42’ span
o (3) – 54” prestressed cylinder concrete piles
o (8) – 2’-8” x 1’-3” x 3 7/16” Elastomeric bearing pad
• Bents 27, 29-31, 33-35, 37-39, 41-43, 45-47, 49-51, 53-55, 57-59, 61-63, 65, 66, 68-70, 72-74, 76,
78-80, 82-84, 86-88, 90-92, 94-96, 98:
o 42’ span
o (3) – 54” prestressed cylinder concrete piles
o (8) – 2’-8” x 1’-3”x 4 5/16” Elastomeric bearing pad
• Bents 28, 32, 36, 40, 44, 48, 52, 56, 60, 64, 67, 71, 75, 77, 81, 85, 89, 93, 97:
o 42’ span
o (3) – 54” prestressed cylinder concrete piles
9
o (8) – 2’-8” x 1’-3” x 3 7/16” Elastomeric bearing pad
• Bent 99:
o 43’ span
o (3) – 54” prestressed cylinder concrete piles
o (8) – 2’-8” x 1’-3”x 4 5/16” Elastomeric bearing pad
• Bent 100
o 43’ span
o (3) – 54” prestressed cylinder concrete piles
o (8) – 2’-8” x 1’-3” x 3 7/16” Elastomeric bearing pad
• Bent 101:
o 43’-2” span
o (3) – 54” prestressed cylinder concrete piles
o (4) – 2’-8” x 1’-3”x 4 5/16” Elastomeric bearing pad
o (14) – 3’ x 11” x 2” Elastomeric bearing pad
• Transition Bent 103 & 104:
o 42’- 9 ½ ” span
o (5) - 30” prestressed concrete piles.
o (26) – 2’-10” x 11” x 2” Elastomeric bearing pad
o (2) – 3’ x 11” x 2” Elastomeric bearing pad
• Transition Bent 105:
o 42’- 9 ½ ” span
o (5) - 30” prestressed concrete piles.
o (27) – 2’-10” x 11” x 2” Elastomeric bearing pad
o (2) – 3’ x 11” x 2” Elastomeric bearing pad
• Transition Bent 106:
o 42 – 7”’ span
o (5) - 30” prestressed concrete piles.
o (28) – 2’-10” x 11” x 2” Elastomeric bearing pad
• End Bent 2
o 48’-3” span
o (5) - 30” prestressed concrete piles.
o (1) – 3’-2 ½” earwall, left side
o (1) – 9’ wingwall, right side
Figure 5: End Bent 1 Plan
10
Figure 5 above shows the design plan for End Bent 1. Located at each end of the bent span are 12’ wing
walls. The walls consist of two concrete pours: the first pour is 39.3 CY of concrete, which is at the lower
part of the wings and the second pour is 3.1 CY for the upper part of the wings.
Figure 6 above depicts the elevation plan for Transition Bent 3, which is typical for Bents 1-2. The elevation
shows how the concrete piles are positioned and reinforced into the bent. In addition to the prestressed
concrete piles, the transition bent will require one pour of 42.7 CY of concrete for the cap and pile voids.
Superstructure:
The superstructure consists of the floor, which is the actual flat surface that vehicles drive on. The floor can
be made of concrete or bituminous road. On either side of the floor lies the parapet, or railing. The parapet
acts as a handrail, providing a barrier between the edge of the bridge and the roadway.
The girders consist of two types of girders:
• Florida I-beam girders
• curb girders.
The Florida I-beam girders are classified into two types:
• 45” Forward Information Base (FIB)
• 72” FIB
Both the Florida I-girders and the curb girders are reinforced by stainless steel rebar.
Another component of the superstructure includes the flooring. There are several different types of flooring
in this project, including precast deck panels (especially on the southern edge of the bridge where the bridge
expands from the existing road), hollow core slabs, and a poured concrete deck. The poured concrete
overlay serves as the roadway which vehicles drive on.
Figure 6: Transition Bent 3 Elevation
11
Critique of Major Design Components
The Rodanthe Bridge is a two-lane trestle bridge in Dare County, North Carolina, designed around climate
resilience in mind using Nature-based design practices to try to make the bridge more resilient to extreme
weather. This is a 2.4-mile bridge with the trestle type construction, and a construction cost of $145 million
dollars. The foundations are made of 30” SQ.P.S. Conc. Piles including 5 columns 8 feet apart each, with
a total length of 32’, or 54” Cylinder Piles made of 3 cylinders piles 17’-3” apart, with a total length of 34’-
6”[2]. The foundation consists of the precast concrete piles, this includes the 30” square piles, and the 54”
cylinder piles. Using precast piles has its advantages and disadvantages. Precast concrete typically allows
a more thorough and accurate quality control process. With precast it is easier to control various aspects of
the pile including rebar placement, concrete additives, and defect identification [5]. These aspects are much
more difficult to control with cast in place concrete. Any shift in rebar during pours is impossible to fix and
it can weaken the compressive strength of these piles. Precast concrete piles are also advantageous due to
cheaper cost and quicker installation rate. These piles are extremely cost effective and are a more
sustainable solution compared to ones that are poured in place. Install time is also reduced since there is no
cure time required [5].
Installation of these piles are one of the biggest advantages that these piles pose. However, it is
disadvantageous when dealing with delivery and the equipment needed to install the piles. These piles are
heavy; transporting and installing these piles is challenging due to poor maneuverability [5]. These piles
are also susceptible to damage during transport and installation. Damage during installation creates
challenges that must be mitigated to maintain pier integrity. The means needed to deliver and install these
piles are the biggest downfall of using precast piles. Cast in place piles eliminate the concern of delivery
and installation methods since the size and weight of the pile is no longer a factor. Using precast piles for
this bridge is beneficial since the area is suburban and the equipment necessary for delivery and installation
is available. Piles like this used in an urban area would be disadvantageous because of the lack of space and
it would create major challenges that would have to be overcome.
One of the most important components of a substructure is the elastomeric bearing pad, which allows for
the bridge’s flexibility. Elastomeric bearing pads are usually made from neoprene, which is a heavy-duty
synthetic rubber [7]. Due to its low oxidation rate and ability to endure high pressures from substantial
loads, neoprene is typically used in construction, especially in bridges [8]. Bearing pads are placed between
the superstructure and substructure, to disperse the loads from the superstructure to the substructure, as well
as preventing damaging stress caused by inconsistent environmental conditions. Not only does an
elastomeric bearing pad prevent bridges from collapsing, but it also lengthens bridges’ lives and helps lower
the wear and tear of its materials [7]. However, despite all these advantages, elastomeric bearing pads still
have some disadvantages. One drawback is that it is not convenient for multi-rotation and can produce
different degrees of vertical deflection with various bearings. Elastomeric bearing pads also tend to move
out of place over time if not properly secured. Lastly, compared to other designs such as pot bearings,
elastomeric bearings show higher vertical deflections [9].
The Rodanthe Bridge superstructure contains two types of floors. There are hollow core slabs for the 60’
transition spans and a combination of precast, prestressed deck panels and cast in place concrete surface.
The hollow core slabs are a cheaper and more constructable option than the prestressed and CIP concrete
surface. In general applications, hollow core slabs do have several advantages over traditional poured slabs.
Hollow cores reduce building cost and the overall building weight due to less materials. Furthermore, using
hollow core slabs eliminates the cost of formwork or any particularly special construction equipment. They
are relatively easy to place and fasten, which decreases the construction cost and time. However, the typical
complications of using precast concrete do come into play. First, the slabs are prone to damage upon
delivery and material laydown [10]. Second and perhaps most importantly, using one method for transition
12
spans and then another for the main spans necessitates a change in construction means, equipment, and
naturally there is a learning curve involved. So, what the contractor saves in material and construction cost
they may lose in scheduled days as their laborers adjust to the different means of construction. As
mentioned, the main spans consist of both precast, prestressed panels and CIP concrete surfaces. The deck
panels were a significant decision because they save money on material and construction costs as well.
Graphic (REVIT Model)
This Revit Model is the design of the most common span of the bridge. It includes the 54” hollow piles,
piers, girders, and roadway that are all individually designed to fit the dimensions from the drawings.
Each component of the bridge was created as a model in place and automatically placed into the project.
Something to note is that this model is not identical to the drawings. There are small details such as the
bolts, rebar, girder length, and more that are not identical. When referencing the views, the “top of the bridge” view is angled to match the drawings. The “top of the
girder/bottom of the bridge” view shows the girder spans, which end on grid lines A and C. The “top of
the pier/bottom of the girder” and the “bottom of the pile/ocean floor” views simply show the locations of
the piers and piles, which split grid lines A and C. The side views give a good representation of how the
bridge will come together. Starting with the “East” view, it shows the angled roadway, girder alignment,
pier locations, and pile depth (which varies based on geography of specific locations). The “North” view
shows the entire span and further details of the girder, pier, and pile locations.
2. Bottom ofPile/Ocean Floor
0' - 0"
3. Top ofPile/Bottom of Pier
11' - 10"
4. Top ofPier/Bottom of
Girder17' - 4"
5. Top ofGirder/Bottom of
Bridge23' - 4"
6. Top of Bridge29' - 7"
13 2
1. Base of Pier-54' - 0"
2. Bottom ofPile/Ocean Floor
0' - 0"
3. Top ofPile/Bottom of Pier
11' - 10"
4. Top ofPier/Bottom of
Girder17' - 4"
5. Top ofGirder/Bottom of
Bridge23' - 4"
6. Top of Bridge29' - 7"
AC B
1. Base of Pier-54' - 0"
www.autodesk.com/revit
Scale
Date
Drawn By
Checked By
Project Number
Consultant AddressAddressAddressPhone
Consultant AddressAddressAddressPhone
Consultant AddressAddressAddressPhone
Consultant AddressAddressAddressPhone
Consultant AddressAddressAddressPhone
1/8" = 1'-0"
2/1
1/2
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3D & Side Views
Team A
Rodanthe BridgeProject
Checker
Author
Issue Date
Project Number
No. Description Date
3D East
North
A C
1
3
2
B
A C
1
3
2
B
A C
1
3
2
B
A C
1
3
2
B
www.autodesk.com/revit
Scale
Date
Drawn By
Checked By
Project Number
Consultant AddressAddressAddressPhone
Consultant AddressAddressAddressPhone
Consultant AddressAddressAddressPhone
Consultant AddressAddressAddressPhone
Consultant AddressAddressAddressPhone
1" = 10'-0"
2/1
1/2
021
18
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Top Views for AllLevels
Team A
Rodanthe BridgeProject
Checker
Author
Issue Date
Project Number
No. Description Date
A. Top of Bridge
B. Top of Girder/Bottom of Bridge
C. Top of Pier/Bottom of Girder
D. Bottom of Pile/Ocean Floor
PRE-CONSTRUCTION
Architectural Design and
Functionality
Coordination
Detailed Schedule
Detailed Estimate
Equipment Selection
Surveying
Material Selection
Lead Times
Schematic Designs
Site Investigation
Final Design
Permits and Approvals
Geotechnical Surveys
Project Scope
Preliminary Estimate
Preliminary Schedule
RFP
Awarded Bid
Project Development
Logistics Planning
Project Milestones
Coordination Plan
Communication Plan
Safety Plan
Risk Analysis
Project Planning
Design Development
Construction Documents
Procurement Plan
Site Mobilization
Site Development
Equipment and Material
Delivery
Environmental (SAV) Surveys
Environmental Control Equipment
Environmental Control Plan
Erosion & Sediment Control
Site Layout / Material Laydown
Piles
Concrete
Foundations
5-30” Sq. Piles
3-54” Dia. Cylinder
Piles
Drive Piles Pile Cut Off
36” Steel Pipe Pile
Reinforcing Steel (R.S)
Grade 60 R.S.
(Epoxy Coat)
Prestressing Strands
Grade 270 L.R.S
Strands
Ties
W 4.0 Diagonal
Ties
W 4.0 Spiral Ties
1” PVC Pipe Pile Vent
Concrete
Reinforcing Steel
Fins and Spacers
#10 M1 Bars
#4 S6 Bars
Coatings
Grout
Inorganic Zinc Primer
Coal Tar Epoxy
Testing Piles
Pouring
Abrasive Saw
Class AA
CONSTRUCTION
Elastomeric Bearing Pads
Cap
Anchor Bolts
Pile Void
Bents w/ 54” Cylinder
PilesEnd Bents
Substructure
Bents 101 & 102
Bents
Stripping
Bents w/ 30” Sq. Piles
Cap Forming High Beam Bolsters
Reinforcing Stainless
SteelPlug Form
Concrete
Cap
Pile Void
Wing Wall
Lower Wing
Upper Wing
Cap
Pile Void
Shear Keys
Cofferdam
Footing
Column
Form Work
Cap
Pile Void
Shear Keys
CONSTRUCTION
Concrete Overlay
Parapet
Girders
Superstructure
Driving Surface
Precast Deck panels
Curb Girder
Panel Forms
Stainless Steel Rebar
Deck Slab Temporary Bracing
Florida I-Beam Girder
Concrete Parapet
Stainless Steel Rail
Expansion Bent
72” FIB45” FIB
Miscellaneous
BoltsSignage
Carriage Bolts
Anchor BoltsStainless Steel Rebar Hollow Slab
Cores
3’ Interior Units
3’6” Exterior Units
Stainless Steel Rebar
Concrete Wearing Surface
Preparing Deck Surface
CONSTRUCTION
Erosion & Sediment Control
Temp. Silt Fence
Coir Fiber Wattle
Temp. Rock Silt Check
Rock Inlet Sediment
Trap
Rock Pipe Inlet Sediment Trap
Floating Turbidity Curtain
Earthwork
Place Wooden Stakes
Place Silt Fence
Place Fiber Wattle
Excavation
Backfill
Earthwork
Place Wooden Stakes
Place Matting & PAM Earthwork
Place Matting & PAM
Type A or B
Place Stone
Type A, B, or C
Place Stone
Type A or B
Place Stone
Procure Turbidity Curtain
Place Turbidity Curtain
Temp. Diversion
Berms & Slope Drains
Special Sediment
Control Fence
Temp. Rock Sediment
Dam
Various Basins
Temp. Silt Ditch
Stilling Basin
Skimmer Basin
Infiltration Basin
Earthwork
Place Seed / Mulch
Earthwork Place Posts
Place Wire Mesh
Place Stone
Earthwork
Place Pipe
Place Stakes
Riprap
Settlement Stone
CONSTRUCTION
Utilities
W1-L W2-L
Verify depth of existing 8”
WL
Begin Relocation
8” tapping sleeve &
valve
90-degree DI Bend
Line stop and 8” plug
530 LF of 8” WL
8”x6” DI tee 6” gate valve
34 LF of 6” WL
45-degree DI Bend
Abandon 491 LF of 8” pipe
Abandon 49 LF of 6” utility
pipe
45-degree DI Bend (2)
8”x6” DI tee 6” gate valve
14 LF of 6” WL
Abandon 49 LF of 6” utility
pipe
90-degree DI Bend
8” tapping sleeve &
valve
Remove existing meter
2” water meter
Remove 6”x4” tee & 4”
valveReconnect 6” WL w/ sleeve
Adjust valve box
End Relocation
Verify depth of existing 8”
WL
Begin Relocation
8”x6” DI tee 6” gate valve
89 LF of 12” encasement
11.25-degree DI Bend
45-degree DI Bend
411 LF of 6” WL
Fire hydrant
Water Meter Vault
90-degree DI Bend
Backflow preventer &
hot box
End Relocation
CONSTRUCTION
Roadway
Clearing / Grubbing
Roadway Deconstructi
onEarthwork Asphalt
Paving
Concrete Curb & Gutter
Demo Current
Roadway
Clear Rubble
Remove Foliage
Rough Grading
Fine Grading
Compaction
Subsurface Strength
Tests
Formwork
Place Rebar
Pour Concrete
Allow Concrete
Curing
Concrete Truck Apron
Formwork
Place Wire Mesh
Pour Concrete
Allow Concrete
Curing
Asphalt Base Course Pour
Asphalt Base Course Cure
Asphalt Surface
Course Pour
Asphalt Surface
Course Cure
NC 12 Deconstruction
Demo Current
Roadway
Clear Rubble
Roadway Painting / Signage
CONSTRUCTION
POST-CONSTRUCTION
Removal of Roadway (Rt.
12)
Cashflow & Final
Payment
Satisfaction Review
Closeout / Turnover Commissioning Structures
Testing Clean Up
Initial
Strip Pavement
Final Inspections
E&S Fencing
Backfill
Cleanup
Final Inspections
Final
Material / Waste Removal
Equipment Removal
Quality of Work Permitting
Other
Concrete Serviceability
Steel Serviceability
Punchlists
Maintenance Manual
Load Capacity Manual
Post Occupancy
ReviewWarranties
As-Built
24
Means and Methods
Erosion & Settlement Control
Erosion & Sediment Control Overview
Erosion and sediment control is a crucial component of the Rodanthe Bridge Project. This project is
constructed in a very significant and very sensitive wildlife environment; sediment runoff can negatively
impact these areas. The bridge ties into NC 12 along portions of the National Wildlife Refuge of Pea
Island which is home to sensitive wetlands and animals. The bridge extends into the Pamlico Bay in
which many sensitive Sub Aquatic Vegetation (SAV) species reside. To preserve and maintain the
sensitive habitats in which the bridge is being constructed, proper erosion and sediment controls are in
place. Erosion and sediment control measures limit/prevent soil runoff and sedimentary drift. Generally, a
combination of earthwork methods, temporary barriers, and retention devices are used to accomplish this
task.
Erosion & Sediment Control Components
The main components of the Rodanthe erosion and
sediment control plan are:
• Temporary silt fences
• Coir fiber wattles
Details of these components are shown in Figures 6 and
7. Silt fences are placed on the perimeter of areas
where land construction is taking place and in other
critical areas in the project. A silt fence is a simple
fabric fence supported by wooden stakes that retain
runoff sediments. They are installed prior to major
sitework or in areas that contain loose sediments that
are susceptible to runoff. In areas where ditches or
other high flow rate areas located, the silt fencing is
combined with coir fiber wattles with matting and
polyacrylamide (PAM). The coir fiber wattle with
matting and polyacrylamide is a more efficient
retention method than the silt fence. The matting is
placed in the ditch or other high-risk area and is then
coated with PAM. Wire mesh wattle is placed between
stakes and secured to the adjacent silt fence if
applicable. A Silt check is another erosion and sediment control measure used in the project; silt checks
are small dams with a weir outlet to trap runoff sediments. Areas in which the controls are placed is
identified as a critical or high-risk area and are installed in accordance with project specifications and
industry instructions.
Figure 7: Coil Fiber Wattle
Figure 8: Temporary Silt Fence
25
Utilities
Utility relocations is an existing scope
under this project. The relocation is
located at the roadway at south end of the
bridge. Two water lines that the image
depicts: W1-L (highlighted in red) and
W2-L (highlighted in blue) is one of the
major utility components under the
project scope. Existing waterline depth is
determined before any relocation or
excavation can being. W1-L includes a
proposed 530 LF of 8” water line and 48
LF of 6” water line. A total of 491 LF of
existing 8” utility pipe and 87 LF of the
existing 6” utility pipe provides no use
and requires removal. The W2-L water
line construction consists of a proposed
411 LF of 6” water line, 89 LF of 12” steel encasement, a fire hydrant, a water meter vault, a backflow
preventer, and a hot box. Adjacent to it, there is an abandonment 300 LF of the existing 4” utility pipe.
Equipment & Construction Overview
Utility relocation begins with the trench
excavation for the W1-L water line, an
excavator is used for all trench
excavations and backfills. Figure 9 shows
a highlighted portion of the W1-L. W2-L
comes after the excavation and install of
W1-L.
The soil content in the areas of utility
work is loose and unstable so all trench
work requires a trench box. Trench boxes
provide a utility workers a safe and stable
area to work in. Rollers and Trench Compactors are used to compact the trenched areas on which the
utility lines lay on, this provides a strong surface for the lines to lay on. Pipe fitters prepare the PVC pipe
required in the project and work simultaneously with the install of the trench work. PVC pipe install
begins after W2-L has been completely installed; backfilling follows the install of the PVC piping. These
procedures remain consistent for relocation of W1-L and W2-L. Figures 10 and 11 depict the highlighted
tasks in red that occur simultaneously with the two water line relocations. Hydrostatic testing is used to
measure the water pressure in the new water lines, this ensures that the water line is to strength and
contains no leaks.
Figure 9: Construction of Water Lines
Figure 10: W1-L
26
Roadway
The Contractor’s scope of work for the Rodanthe Bridge Project includes the construction of significant
roadway accommodations at both the north and south ends of the roadway for the bridge. The southern
end of the roadway for the bridge features a 150’ diameter roundabout consisting of a one-lane, 16’ wide
roadway, a concrete truck apron with curb and gutter on each side, and an 85’ diameter earthen island at
the center. The roundabout consists of four insets from which traffic may enter the circle. The roadways
within this project have been divided into several chains per the plans, and the chains include chain L, Y1,
SR1, DR1, and DET. The main roadway is chain L which begins at the southern inset of the traffic circle
and continues in the northward direction for 3.031 miles.
Asphalt Paved Roadway Components
Combinations of asphalt concrete base (ACB) course and asphalt concrete surface course will comprise
the roadway portions that are not included in the construction of the bridge structure. Concrete curb and
gutters outline the roadway portions on both sides. The roadway within the roundabout will be adjacent to
the concrete truck apron. There are several details of the various sections included below. Roadway
construction for asphalt roads generally consists of the preparation of the surface to be paved and the
actual paving itself. The preparation of the surface includes clearing and grubbing, excavation, grading,
backfill, compaction, and testing of the subgrade strength. The actual paving includes the pouring of the
asphalt base, asphalt surface, then finishing and leveling the asphalt surface. Please note that the roadway
means and methods for the bridge structure is discussed in the Superstructure portion of this report.
Figure 11: Utilities Task Set 1 Figure 12: Utilities Task Set 2
27
Equipment & Construction Overview
Installation Equipment & Construction Process
The construction of the new roadway and roundabout
begins with the deconstruction of the current roadway. A
combination of commercially sized backhoes, front
loaders, excavators, and hydraulic hammers to demolish
the existing roadway. Excavators and bulldozers are to
clear the rubble left from the demolition, and then to
complete the cleaning and grubbing of the site. Dump
trucks to haul the debris to the nearest appropriate waste
depository. Once the site is cleared, the contractor will
use the excavators for the rough grading of the
roadway area. Then the contractor will use graders to complete the fine grading. The contractor will use
any “cut” earthwork in which soil is removed for the portions of work needing earthwork “fill.” The
contractor will use dump trucks to haul all soil. Once grading of the roadway is complete, the contractor
will use compactors to establish sufficient subsurface strength. Upon verification of the subsurface
strength the paving of the roadway may begin. Paving generally consists of milling with appropriate
milling heavy equipment, however, milling is not required for the Rodanthe project because the contractor
is to place the asphalt base course directly onto the compacted subgrade. Please see Figure 9 for a typical
section view of the roadway in which the asphalt base course is laid directly on the subgrade. Therefore,
the paving for the Rodanthe project begins with the asphalt dump trucks loading the asphalt pavers which
follow immediately behind. First the contractor will place the asphalt base course and allow it to cure.
Then the contractor will place the asphalt surface course and allow it to cure. Finally, the contractor will
use a sweeper across the asphalt surface to smooth and finish it.
After the site has been sufficiently cleared and compacted, but prior to the paving, the concrete curb and
gutter for the roadway and roundabout must be formed, poured, and cured. The curb and gutter are first
completed so that the asphalt paving has a sufficient boundary supporting it. Therefore, simple fixed curb
forms are placed, the contractor will pour the concrete directly from the mixing truck and will allow the
concrete curb and gutter to cure prior to paving. Once the curb and gutter within the roundabout is cured,
the contractor will lay the wire mesh reinforcing. The contractor will pour the concrete for the apron then
allow it to cure before they smooth and finish the apron.
Figure 13: Asphalt Base Course on Subgrade
28
Rail System
To complete the construction of this project and to conform to the challenging topography, an advancing
rail system is used as a mean to help construct the bridge. Using barges to house the needed cranes to lift
and construct certain components of the bridge is an inadequate option. The Pamlico Sound is very
shallow, and barges are unable to access the area in which the bridge is being constructed. Utilizing the
advancing rail system provides a system that efficiently progresses the construction of the bridge provided
the challenging topography.
The advancing rail system is a temporary structure and is the first major component that is installed for
this project. Its only purpose is to act as a system that allows the major equipment needed to construct this
bridge to be in respective positions that correlate with certain parts of construction. The rail system
supports various equipment and material platforms which are critical to the success of the project. The rail
system consists of 4 major sections:
1. Advancing Rail System installation platform, material storage platform, and material delivery cart
2. Pier Installation platform and specialty tipping frame
3. Gantry Cranes
4. Advancing Rail System removal platform
Equipment Section Breakdown
1. Advancing Rail System installation platform, material storage platform, and material delivery cart
• The first platform consists of a crawler crane that is used to install the advancing rail system.
It also has a storage area for the diesel pile hammer that is used for pile install. Also, the
platform is equipped with a walking deck that is lowered down near the surface of the water.
The lower attached platform allows workers to help with installation of the components of the
advancing rail system and is also used as a material storage area.
• The next platform is a material laydown platform. This platform houses materials needed to
construct the advancing rail system.
• A material delivery cart is the last equipment piece for this section. The material delivery
cart transfers materials from the rail system stockpile location or the rail removal platform.
Also, once the rail is removed towards the back end, at the removal platform, the contractor
will bring those materials forth to the front platform to be reinstalled.
2. Pier Installation platform and specialty tipping frame
● The first platform of this section consists of material laydown and a custom A-framed
tower with custom vertical travel leads. The A-frame tower and vertical leads is a
structure that is used to hold the piles in place when being driven.
● The next platform consists of the crawler crane that is used to lift the piles into place. The
crane has the attachment abilities to lift the piles into place and can connect to the diesel
pile driving hammer which drives the piles.
29
● The last piece of equipment included in this section is a custom tipping frame. This frame
is used to support the pier as the crane is moving the pile from a horizontal position to a
vertical. The frame lowers the risk of the pile breaking while being rotated upwards into
the vertical position.
3. Gantry Cranes
● This section consists of two gantry cranes. The gantry cranes transport major bridge
components (piers, girders) to their respective places. It also provides other services, such
as poured concrete placement, and other material transportation.
4. Advancing Rail System removal platform
● This section consists of one platform. The platform houses the crawler crane used to
remove the rail system at the end of the operation.
Advancing Rail Components
The advancing rail system is an intricate system
that has various components that make up its
structure. The main components of the rail system
consist of:
● Hollow Steel Piers
● Grillage Beams
● Rail System
Advancing Rail Components Summary
● Hollow Steel Piers
○ The steel piers act as the foundation of the system and help hold the system above the
water.
● Grillage Beams
○ The grillage beams act as supports; they help support the rail system which will lay on
top of the beams.
● Rail system
○ The rail system is a truss that has extra components added on to it. The rail system
includes three rails on the left side of the system and four on the right side. The first two
Figure 14: Advancing Rail System
30
inside rails are for the material and equipment platforms, the third rail is for the gantry
cranes, and the fourth is for the material cart. There is also a walkway installed on the rail
system for workers use and access various platforms
Installation of Components
● Hollow Steel Piers
○ A diesel pile driver (attached to a crawler crane) drives the piles into place.
● Grillage Beams
○ The crawler crane positions the grillage beams into place. The beams are held together by
bolts and welds.
● Rail System
○ The rail system is a prefabricated truss that has the rail and guardrail preinstalled. The
truss comes in 45’ sections and is positioned into place by the crawler crane.
31
Specialized Equipment and Systems for Bridge Construction
Dolly Trailer
Equipment Specifications
Standard Equipment 120 LPSD-HS
Capacity 120,000 lbs
Width 10’
Axial Spacing 60”, 14’1” group spacing
Hatbox Rotation 60 degrees (each way)
Manual Steer Wireless or wire type remote
Tires 235/75R 17.5
Brakes 12.25 x 7.5 (20,000 Gawr)
Air Ride With raising and lowering
Hydraulic Hatbox 8” lift
Wide Load Sign Brackets at rear
• Steerable dolly overview:
o The steerable dolly provides better maneuverability allowing for a greater
steering angle. This means the trailer can take tighter corners and takes less
manual steering. Trailer offers remote steering and auto alignment.
• Project use:
o To haul and transport piles and girders used for the bridge.
• Other important information:
o Has tight turn radius to accommodate for tight spacing in project area
o Back dolly can be transported on top of front dolly shortening total trailer
length to 44’
Figure 15: Dolly Trailer [12]
32
Gantry Crane
Characteristics
Carrying/lifting capacity 75 + 75 ton
Gauge 32 m
Height to hook 25 m
Total weight of equipment 225 ton
Speeds
Lifting:
with load 0.2 / 1.5 m-min
without load 0.2 / 5.0 m-min
Travelling:
with load 0.2 / 15.0 m-min
without load 0.2 / 30.0 m-min
• Gantry Crane overview:
o The Model GC-75+75-32 gantry crane manufactured by Deal – Engineering and
Special Equipment and provides a straddle lifting mechanism for large and often
heavy materials.
• Project use:
o The cranes are used to lift, transport, and position girders, piles, and other
construction materials into a desired location.
• Other important information:
o Cranes are fitted with custom wheels that attach to the rail system
o Cranes are specially fabricated for this project
Figure 16: Deal Gantry Crane [13]
33
Custom Tripping Frame with friction collar
Custom Tripping Frame with Friction Collar Technical Data
Dimensions
Height - To Top of Frame 25' - 0"
Height - To Top of Friction Collar 33' - 0"
Length 132' - 0 "
Width 65' - 0"
Friction Collar
Sliding System Track system
Angle of Rotation 0 - 90 degrees
• Custom Tripping Frame with Friction Collar Overview:
o The Tripping Frame with Friction collar is a custom-built piece of equipment that
was fabricated by DEAL Manufacturing and Engineering specifically for this
project. The frame is fitted with a friction collar that is on a sliding track. The
friction collar allows the pile to freely rotate while the crane is lifting the pile into
a vertical position. The friction collar provides free rotating support while the pile
is being lifted so that is does not break.
• Project use:
o To support the pile while the crane is lifting it into the vertical position
• Other important information:
o The Tripping frame and friction collar only serve one purpose
o Custom built for this projec
Figure 17: Tripping Frame w/ Friction Collar [14]
34
400-ton Crawler Crane – Liebherr LR 2500 S
Figure 18: 500-tonne Crawler Crane [15]
Figure 18: S-head section [15]
Figure 19: 500-tonne specifications [15]
35
Liebherr Crawler Crane - LR 1500 S Specifications
Transportation Plan:
Superstructure and Crawler Center
Length 47' - 7"
Height 11' - 5"
Weight 129,650 lbs
SA-frame, rope, and pulley block
Length 35' - 5"
Height 4' - 8"
Weight 26,675 lbs
Crawler Track Pads
Length 33' - 8"
Height 5' -9"
Weight 66,150 lbs
Assembled Dimensions
Total Width 29' - 10"
Total Height 18' -4"
Total Length 48' - 3"
Track Width 4' -11"
Counter-weight Swing Radius 24' -9"
Pulley Swing Radius 30' -5"
Technical Data
Max. load capacity 550 US t
at radius 25 ft
Main boom, lightweight/heavy weight up to 433 ft
Max. load torque 43,500,000 lb-ft
Derrick boom 98 ft
Central ballast 88,200 lb
Counterweight at superstructure 374,800 lb
Derrick ballast 617,300 lb
Engine Power 476 hp
• Liebherr Crawler Crane – LR 1500 S Overview [15] o Crane delivers lifting capacities of 500-tonne. Has the sizing of a 400-tonne crane and is
easy to assemble and transport. Can have various attachments on the boom to conform to
the project
• Project use: o Placement of piles and install of piles, other material assembly or placements
• Other important information:
o Cranes are placed on rail install and removal platform and pile install platform
o Total of 2 on the project o Diesel pile hammer attaches to the crawler crane boom on the rail install and pile install
platforms.
36
200-ton Crawler Crane – Liebherr LR 1160.1
Figure 20: 200-tonne Crawler Crane [15]
Figure 21: 200-tonne Crawler Crane measurements [15]
37
Liebherr Crawler Crane - LR 1160.1 S Specifications
Technical Data
Max. load capacity 200 US t
at radius 13 ft
Main boom, lightweight/heavy weight up to 287 ft
Max. load torque 6.937.906 lb-ft
Lattice jib from 65.0 ft
Central ballast 44,092 lb
Counterweight at superstructure 137,348 lb
Driving Speed 0.90 mph
Engine Power 308 hp
• Liebherr Crawler Crane – LR 1160.1 Overview [15]
o Crane delivers lifting capacities of 200-tonne. Crane has capability of travelling while it
has a load. Also, the boom comes with a wide range of lifting applications.
• Project use:
o Advancing rail install, advancing rail removal, material unload (with exception of piles
and girders), material placement, gantry cranes and tripping frame assembly, other
material, and equipment platform assemblies
• Other important information:
o 2 cranes are used for advancing rail system install (one on the north and one on the south
end)
▪ Location: Advancing rail system install platform
o 2 cranes are used for advancing rail removal (one on the north and one on the south end)
▪ Location: Advancing rail system removal platform
o 2 cranes are used for material unloading and placement, advancing rail equipment and
platform assembly, and other general use (one on the north and one on the south end)
▪ Location: Storage and unloading areas
o Diesel pile hammer attaches to the crawler crane boom on the rail install platforms
o Total of 6 cranes on the project
38
A-Frame Stabilization Tower with Custom Vertical Leads
A-Frame Stabilization Tower with Custom Vertical Leads
Technical Data
Tower height 166' - 0"
Tower width 13' - 0"
Supporting base depth 13' - 0"
Supporting base width 9' - 0"
Number of custom leads 3
Locking positions (Angle) 90.00° ± 4.76°
Tower Components Steel
o A-Frame tower overview:
▪ The A-frame stabilization tower with
custom vertical leads is a custom-made
tower to stabilize and hold the piles while
being installed. The vertical leads hold the
piles to in place. The tower section locks
into place for the desired angle for the pile.
o Project Use:
▪ Pile stabilization
o Other important information:
▪ The A-frame tower locks into three different
positions
▪ Custom built the project
▪ Tower platform is also used as a material
storage platform
Figure 22: A-Frame Stabilization Tower [14]
39
DELMAG Diesel Pile Driver
DELMAG Diesel Pile Hammer – Model D200-42
Technical Data
Impact weight (piston) 44,000 lbs
Energy per blow max - min 503,036 – 321,580 ft-lbs
Number of blows 36-45 min-1
Suitable for driving piles 15.4 – 275.6 US tons
Consumption
Diesel oil 13.2 gal/h
Lubricant 1.3 gal/hr
Tank Capacity
Diesel oil tank 113.6 gal
Lube tank 21.1 gal
Max. rope diameter for deflector sheave 1.4 in
Max. inclined pile driving without/with extension 1:5 / 1:3
Weight
Diesel pile hammer 113,960 lbs
Tripping device 4,070 lbs
• Diesel Pile Hammer Overview:
o The diesel power hammer is powered by diesel fuel and had the capabilities of being
attached to a crane.
• Project Use:
o Prestressed concrete pile driving, hollow steel tube pile driving
Figure 23: Diesel Pile Driver [16]
40
CAT D3 Bulldozer (or similar)
CAT D3 Bulldozer Technical Data
Engine
Enginer Model Cat C3.6
Power - Net 104 HP
Displacement 220 in^3
Net Power - 2,220 rpm - SAE J1349 104 HP
Weights
Operating Weight 20639.68 lb
Operating Weight - LGP 21369 lb
Operating Weight - LGP, 30 in 21810 lb
Service Refill Capacities
Cooling System 5 gal
Final Drive - Each - LGP 2.6 gal
Crankcase - With Filter 2.8 gal
Dieseil Exhuast Fluid (DEF) Tank 4.9 gal
Transmission - Hydraulic Tank 23.8 gal
Fuel Tank 51.5 gal
Dimensions
Width - Tractor 92.9 in
Length - Tractor 128.7 in
Height - Tractor 109 in
Blade width 126.7 in
Blade: max tilt 17.7 in
Track gauge - LGP 67.9 in
Blade Capacity 3.06 cubic yards
• CAT D3 Bulldozer Overview [17]:
o The CAT D3 Bulldozer is maneuverable and efficient. It provides a wide range
of attachments and can be used for different applications, to clearing and
grubbing, to grading. The dozer is equipped with a load sensing system that
makes it operate efficiently depending on load size.
• Project Use:
o Clearing and grubbing
o Grading
o Road demolition
• Other important information:
o The D3 bulldozer has a wide range of attachments the can be equipped for
various applications for this project
Figure 24: Bulldozer [17]
41
CAT 325 Excavator (or similar)
• CAT 325 Excavator Overview [17]:
• Excavator provides grade assist, lift
assist, and payload assist. Also has a
compact radius to work in tighter areas
and boosts operator efficiency by 45%
• Project Use:
• Excavation of trenches
• End Bent foundations
CAT 325 Medium Excavator Technical Data
Engine Dimensions
Net Power 172 HP Boom Reach 5.7 m
Engine Model Cat C4.4 Stick Reach 2.9 m
Bore 4 in Bucket GD 1.19 m^3
Stroke 5 in Shipping Height 10.1 ft
Displacement 269 in^3 Handrail Height 10.5 ft
Hydraulic System Shipping Length 29.2 ft
Maximun Flow - Implement 429 L/min Tail Swing Radius 6 ft
Maximum Pressure - Normal 5075 psi Track Length 14.6 ft
Maximum Pressure - Lift Mode 5510 psi Length to Center of Rollers 12 ft
Maximum Pressue - Travel 4930 psi Ground Clearance 1.5 ft
Maximum Pressure - Swing 3988 psi Track Gauge 7.8 ft
Swing Mechanism Transport Width 9.8 ft
Swing Speed 11.12 r/min Working Ranges & Forces
Max Swing Torque 60300 ft-lbf Max Digging Depth 22 ft
Weights Boom Reach 5.7 m
Operating Weight 49604 lb Stick Reach 2.9 m
Serive Refill Capacities Bucket GD 1.19 m^3
Fuel Tank Capacity 82.7 gal Max Reach at Ground Level 32.1 ft
Cooling System 3.1 gal Max Cutting Height 36 ft
Engine Oil 4 gal Max Loading Height 25.9 ft
Swing Drive 3.2 gal Min Loading Height 9.8 ft
Final Drive 1.1 gal Max Vertical Wall Depth 16 ft
Hydraulic Tank 60.8 gal Bucket Digging Force 33811 lbf
DEF Tank 6.9 gal Stick Digging Force 23911 lbf
Figure 25: Excavator [17]
42
10 Yard Concrete Mixing Truck
10 Yard Concrete Mixer Truck Technical Data [19]
Mixer Capacity 10 cubic yards
Weight - Fully Loaded 72,000 lbs
Chute Reach 12 ft
Chute Height 5 ft
Truck Height 12' - 3"
Truck Length 35' - 3"
Truck Width 8' - 7"
• 10 Yard Concrete Mixer Truck Overview [19]:
o The concrete mixer truck has the capacity to hold 10 cubic yards of concrete and
has a dispensing range of 12 feet. The truck is equipped with a water tank that can
add water to the concrete mixture if needed.
• Project Use:
o Transportation of concrete from batch plant to project
o Provide concrete for:
▪ End Bent Foundation
▪ Bents
▪ Concrete Deck
▪ Concrete Parapet
▪ Curb and Gutters
• Other important information:
o Most concrete pours will take place at night
o Concrete has 90 minutes to be off truck from time it was batched
o
Figure 26: Concrete Mix Truck [18]
43
Concrete Pump Truck
• Concrete Pump Truck Overview [20]:
o The concrete pump truck provides a
pump that pumps concrete through
an extendable sectioned hose. It
provides the ability to reach places
that would be out of reach of a
typical concrete truck.
• Project Use:
o Pumping of concrete to:
▪ End Bents
▪ Bents
▪ Concrete Decking
▪ Concrete Parapet
• Other important information:
o The pump truck only pumps the
concrete to the desired location, it
does not actually hold concrete
Concrete Pump Truck Technical Data [20]
Truck Specifications
Vertical Reach 149' - 7"
Horizontal Reach 136' - 10"
Below Grade Reach 111' - 0"
Pipeline Diameter 5 in
Boom Type/Sections Overhead Roll & Fold
Boom Rotation 380 degress
Unfolding Height 39' - 6"
Outrigger Width, Front 27' - 3"
Outrigger Width, Rear 27' - 3"
Outrigger Length 29' - 0"
Pump Specifications
Concrete Output 213 cu yds/hr
Max. Pressure on Concrete 1169 psi
Max. Strokes per Minute 22
Max Aggregate Size 2.5 in
Differential Cylinder Diameter 4.7 in
Max. Oil Flow 158.5 gal/min
Figure 27: Concrete Pump Truck [20]
44
Modular Dancefloor System for Bridge Cap Formwork
Modular Dancefloor System Technical Data [21]
Support System Steel Beams & Column Brackets
Standardized Beam Sections 40ft, 20ft, 12ft, 8ft
Panel Type Steel Deck Panels
Formwork Type Self-Spanning
• Modular Dancefloor System Overview [21]:
o The modular dancefloor system requires no shoring, the steel beams with column
brackets hold the system onto the piles. Also, it provides a workable platform that
allows for easy install of rebar and concrete placement. The steel panels provide a
clean and smooth finish once concrete has dried.
• Project Use:
o Formwork for Bent Caps
• Other important information
o System is a whole and can be lifted out and set into place by a crane.
o Requires no shoring
Figure 28: Modular Dancefloor System [21]
45
GOMACO Cylinder Bridge Deck Finisher
GOMACO C-450 Cylinder Finisher Technical Data
Engine
Type Kohler, air-cooled gasoline
Horsepower 18 HP
Service Capacities
Fuel Reservoir Carriage 9 gal. Console 9 gal.
Hydraulic Oil Carriage 9 gal. Console 15.3 gal
Traction System
Traction Drive Two drive and two idler bogies
Traction Speed Up tp 31 fpm
Carriage/Finisher Assembly
Finishing Cylinder One 10 in diameter, 48 in long
Augers One 10 in (left & right), 14 in long
Finishing Pan 25 in x 22 in trailing floating pan
• Cylinder Finisher Overview:
o The cylinder finisher is a high production, truss mounted screed that finishes
concrete bridge decks.
• Project Use:
o Finishing of the bridges concrete deck
Figure 29: GOMACO Cylinder Bridge Deck Finisher [25]
46
Constructability Analysis
Team A has reviewed the construction processes prior to the actual construction phase using the
Constructability Analysis. The analysis identifies potential obstacles before and during the project to
mitigate errors or delays. It is important for this project to understand and consider the delays expected to
happen during construction to prevent future delays in the final submission of the project that can eventually
affect the cost and schedule.
One of the biggest challenges during construction is overcoming the water tides to install the foundations
of the bridge, which can potentially result in a delay and cost increase depending on the method of
installation. Another expected delay is the lead times of the certain equipment ordered from vendors located
internationally due to COVID delays. When the foundation installation and concrete pouring takes place,
weather is a critical element in the delay of the project. This is because storms, extreme tides, and bad
weather in general results in a pause of the construction, leading to further unexpected delays. As for cost
overruns, the use of two different types of piles, 30” square piles and 54” cylinder piles, means the use of
different installation equipment required for each pile. This results in an additional cost for different
installations.
Excavators and dump trucks are all required for site grading and the flow of the equipment must be done
efficiently. All girders, both 45” or 72” Florida I-beams, are cast in place due to the variance between all
bents. The contractor uses a concrete pump truck to pour the end bents and a concrete hopper for all other
bents. The formwork for the bridge cap is a modular dance floor, which is a reusable type of formwork that
can be assembled and disassembled and used on all main bents. A problem that may arise is the interference
between the foundation and the substructure means and methods. A delay in foundation work causes a delay
in substructure work as well. Equipment and materials are used and transported on the same railway system,
so careful coordination between the two phases is important. The superstructure consists of two types of
deck: precast and cast in place. The transition spans exclusively use precast panels of 60’ lengths. The main
deck has various dimensions for its concrete girders, as a result the main spans are made of both precast
and cast in place panels. The precast panels depend on delivery and the crane placing it correctly. A concrete
dump truck delivers the cast in place concrete on the previously completed spans.
Finally, prior to the end of the construction process, testing takes place, where a failure in the final testing
or inspection leads to additional delays with the project submission. In addition to punch list items and
waste removal that need to be done before the project is finally done. After the reviewal of possible issues
that can occur during construction, Team A is proposing design alternatives to mitigate some of the
discussed problems.
47
Design Alternatives
As mentioned in the Constructability Analysis, there are various problems that can happen during
construction. In this section, design alternatives are proposed to be implemented instead to save time and
money.
1. One design alternative is to use a single type of pile for the bridge. The final drawings specified
30” square piles, 30” cylinder piles, and 54” cylinder piles. The intent of using different piles is to
reduce the material cost and save money. The 30” cylinder and 30” square piles weigh less than
the 54” cylinder piles which reduces the cost. However, an issue with multiple piles is the use of
different equipment for each pile. Since the 54” piles are cylindrical and the 30” square piles are
square, the equipment required to install the piles are different. Different equipment comes with
different learning curves that can affect the project schedule and means and methods. If Team A
were to redesign this project, our alternative solution is to use the 54” cylindrical piles throughout
the entire bridge. This increases the material cost, but it reduces the total equipment cost and
streamlines the process.
2. A second design alternative is using one type of precast concrete. The current design has hollow
core slabs and precast deck panels throughout the bridge. Using hollow core slabs decreases the
material cost, since there is less material in the hollow slabs. However, two different materials
involve different means and methods which increases the equipment cost and lengthens the
schedule. An alternative solution is to use only the precast deck panels from beginning to end of
the bridge. The deck panels are sufficient for structural support on any section of the bridge, and
it does not significantly increase the overall material cost.
3. A third design alternative is to change the route of the bridge. The south end of the bridge is
designed to avoid as much of the wetland as possible, but one issue that the route has is property
concerns with the locals. The bridge is built up against a beach house’s property, blocking the
view and invading their privacy. A design alternative is to jut out the route by bringing the bridge
entrance further south. The design change is shown in Figure 32 below.
Figure 30: Alternate Bridge Route [26]
With all these alternatives, there are pros and cons. For the first and second alternatives, the project schedule
is shortened, the construction process is streamlined, and the equipment costs are reduced. However, the
material cost increases. Even though these alternatives are similar, keeping the piles the same significantly
changes the means and methods and the project schedule. Keeping the same precast concrete does not
sufficiently alter the means and methods or the schedule, because both precast hollow core slabs and deck
panels are almost similar. With the third alternative, there is an opportunity to cater to the local population
and allow the residents to have a say in where the bridge is located.
48
Major Project Phases
Technological advancements and increasing demand for quality in the construction industry have since
raised project complexity. If not managed properly, such complexities can result in issues over the
project’s timeline and can have a big impact on the project’s final schedule, cost, and quality. Breaking
down the project into manageable components or phases is essential to deliver it on time and within
budget.
For this project, Team A has developed a high-level schedule that breaks down the construction of the
Rodanthe bridge into three main phases: pre-construction, construction, and post-construction. Each
category contains a series of steps and milestones to ensure the project’s completion. The construction
phase includes the following sub-phases: pre-construction (site development, equipment, and material
delivery), construction (detour and bridge construction), post-construction (roadway and utility
construction).
Since this is a high-level schedule, sub-tasks or sub-activities of the listed activities are not included,
however, Group A will produce these in the upcoming submissions. This schedule reflects some
components from Flatiron’s Condensed Project Schedule, as well as the team’s Work Breakdown
Structure. As shown in the Gantt Chart, the activities highlighted in red are the important milestones
within the project phases. Achieving the completion date of these activities is critical for the overall
project’s schedule. Activities such as Procurement Plan, Permits and Approvals, and or RFC Plans
Completion are all included under the pre-construction phase and must be accomplished prior to moving
on to the construction phase. The current chart does not show the activities linked to each other. However,
this is shown as we develop a more in-depth schedule with more tasks. Moreover, the construction phase
of the project is further divided based on the major phases of our WBS. Its logistics and details are
explained under the Site Logistics part of this report. Weather, environmental constraints, and material
availability were some of the items considered when establishing these dates. Consequently, the start and
finish dates are not concrete and may change as a more in-depth schedule is developed. As mentioned
above, Team A is proposing three design alternatives for the construction of the Rodanthe bridge. The
owner’s final decision on which design they choose will also have a big impact and can even completely
change the developed schedule.
The proposed start date of the project is on August 16, 2021, which will initiate the roadway construction
at the South End. Site mobilization will occur a month before and the construction of the actual bridge
will begin on October 18, 2021. The proposed substantial completion date is September 29, 2023, and
final completion date is November 3, 2023. Overall, the duration of the construction phase is
approximately 575 days.
ID Task Name Duration Start Finish
1 Award Contract 1 day Tue 8/18/20 Tue 8/18/20
2 Pre-construction 895 days Mon 6/1/20 Fri 11/3/23
3 Architectural
Design/Structures
Recommendations
45 days Tue 8/18/20 Sun 10/18/20
4 Surveying 5 days Mon 10/19/20 Fri 10/23/20
5 Geotechnical Surveys 5 days Mon 10/19/20 Fri 10/23/20
6 Environmental (SAV) Surveys 5 days Mon 10/19/20 Fri 10/23/20
7 Pre-Design Meeting with NCDOT1 day Mon 10/26/20 Mon 10/26/20
8 30% Schematic Design 67 days Tue 8/18/20 Wed 11/18/20
9 Pre-Construction Meeting 1 1 day Mon 11/16/20 Mon 11/16/20
10 Pre-Construction Meeting 2 1 day Mon 1/11/21 Mon 1/11/21
11 Right-of-Way Plans 40 days Tue 10/27/20 Mon 12/21/20
12 Coordination Plan 36 days Tue 10/27/20 Tue 12/15/20
13 Communication Plan 36 days Tue 10/27/20 Tue 12/15/20
14 Environmental Control Plan 60 days Tue 10/27/20 Mon 1/18/21
15 Utility Construction Plan 60 days Tue 10/27/20 Mon 1/18/21
16 Procurement Plan 70 days Fri 11/27/20 Thu 3/4/21
17 Traffic Control Plan 80 days Mon 11/16/20 Fri 3/5/21
18 Permits and Approvals 120 days Fri 3/5/21 Thu 8/19/21
19 RFC Plans Completion (for
initial construction)
1 day Thu 8/19/21 Thu 8/19/21
20 Design Management/Plan
Revisions/RFI
870 days Mon 6/1/20 Fri 9/29/23
21 Right-of-Way Acquisition 262 days Mon 4/5/21 Tue 4/5/22
22 Construction 575 days Mon 7/19/21 Fri 9/29/23
23 Site Development 24 days Mon 7/19/21 Thu 8/19/21
24 Equipment and Material Delivery 531 days Mon 7/19/21 Sun 7/30/23
25 Begin Construction 1 day Mon 8/16/21 Mon 8/16/21
26 Construct Detour 1 and
Parking Lot (North End)
86 days Mon 2/7/22 Mon 6/6/22
27 Shift Traffic to Temp Detour
(North End)
1 day Mon 6/6/22 Mon 6/6/22
28 Construct Bridge ( Phase 1 -
South End )
477 days Mon 10/18/21 Tue 8/15/23
29 Construct Foundation -
South End
477 days Mon 10/18/21 Tue 8/15/23
30 Construct Substructure -
South End
472 days Mon 10/25/21 Tue 8/15/23
31 Construct Superstructure -
South End
466 days Tue 11/2/21 Tue 8/15/23
32 Construct Bridge (Phase 1 -
North End)
390 days Mon 4/4/22 Fri 9/29/23
33 Construct Foundation -
North End
390 days Mon 4/4/22 Fri 9/29/23
34 Construct Substructure -
North End
385 days Mon 4/11/22 Fri 9/29/23
35 Construct Superstructure -
North End
380 days Mon 4/18/22 Fri 9/29/23
36 Construct Roadway (Phase 2
- North End)
41 days Mon 2/7/22 Mon 4/4/22
37 Construct Roadway (Phase 2
- South End)
46 days Mon 8/16/21 Mon 10/18/21
38 Construct Utilities 555 days Mon 8/16/21 Fri 9/29/23
39 Substantial Completion 1 day Fri 9/29/23 Fri 9/29/23
40 Post-Construction 25 days Mon 10/2/23 Fri 11/3/23
41 Removal of Roadway (Rt.12) 25 days Mon 10/2/23 Fri 11/3/23
42 Closeout/Turnover 25 days Mon 10/2/23 Fri 11/3/23
43 Commissioning 25 days Mon 10/2/23 Fri 11/3/23
44 Final Completion 1 day Fri 11/3/23 Fri 11/3/23
M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
Half 2, 2020 Half 1, 2021 Half 2, 2021 Half 1, 2022 Half 2, 2022 Half 1, 2023 Half 2, 2023 Half 1, 2024
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Page 1
Project: Schedule - M3
Date: Fri 4/2/21
50
Site Logistics
South End Logistics Model Phase 1
Through a deal made with the owners of the Liberty Gas Station, if awarded the project, Team A will
receive a permit to lease the 6 acres outlined by the black line. These 6 acres provide the needed space
required to house material for the project and an adequate area for staging. Having this space makes it
easier to work with the schedule and allow for a more manageable project. The logistics model above
represents Phase 1 of the South Side Logistics Model, which acts as the main logistics plan for the
project. With the bridge consisting of various materials, big and small, it is imperative that there is
available space for the laydown and storage of materials. Also, with major equipment needing to access
the project site, having a large area for turnaround is important and the plan that has been developed has
allotted for that. The crawler crane located on the logistics model is there to help with material unloading
or loading. Furthermore, the proposed plan does not conflict with utilities, so this model accounts for all
utility work.
Figure 31: South End Logistics Model – Phase 1
51
South End Logistics Model Phase 2
During Phase 2 of the South End Logistics Model the model shifts to working with the required
roadwork. Paving of the road takes place when the bridge is substantially complete and material
storage/laydown is not needed. This shifts the logistics plan to work more towards the paving section of
this project and focus less on the construction of the bridge. In doing this, it prevents paving equipment
having to work around or encounter the equipment for the bridge. Minimizing the different types of
equipment that encounters one another during this stage helps with the management of the project and
creates a safer atmosphere.
Figure 32: South End Logistics Model – Phase 2
52
North End Logistics Model Phase 1
The North End Logistics Model is less developed than the South End Logistics Model. Since the northern
end is to be less developed, main progress will begin on the southern side of the bridge. This decision was
made because the northern end has less available space to work with than the southern end. Also, starting
at the northern end would have a greater impact on the traffic flow coming through that section and this
area is still susceptible to wash outs, unlike the southern side. The plan is to extend out into the sound just
a ways and halt progress until the southern section reaches 15% completion. Once it has reached 15%
completion the northern end will continue with progression. Reasoning for this is because the northern
end does not offer material storage, so once the southern end has progressed, the southern end can be for
extra material storage.
Figure 33: North End Logistics Model – Phase 1
53
North End Logistics Model Phase 2
During Phase 2 of the North End Logistics Model, the focus shifts towards the paving of the parking lot,
connection to the bridge, and the demolishing of NC Route 12 beyond the bridge and to Rodanthe
Village. The parking lot on the northern part of the model is paved first so that it can be used for material
storage if needed, concrete washout, and it will also be the location of waste and recycling bins. This
parking lot is out of the zone that is frequently washed out and is a safe area to store such items. Next, the
paving of the section that connects to the bridge is completed. All systems, major equipment, and
materials used for the bridge is to be demobilized and removed from all project areas before the bridge
can open to the public. This ensures the safety off all motorists and provides a distraction free area for all
using the bridge. Once the bridge is open to the public, demolition of the existing NC Route 12 below the
northern section of the bridge and Rodanthe Village will take place. Demolition works in a south to north
direction. Proper signage indicating the road closure on the southern end and a sign indicating the new
traffic pattern on the northern end are used so that all motorists are aware of the roadwork taking place.
Figure 34: North End Logistics Model – Phase 2
54
Advancing Rail System Logistics Models
The logistics model displays the components of the advancing rail system installation section. This
section consists of three major components, the installation platform with crawler crane and pile hammer,
material storage platform, and the material delivery cart. The material platform is where all rail sections
are stored, so that the crawler crane can pick up the proper section to install. The material delivery cart
brings materials from material storage located at the North End Logistics Model from Phase 1, or from
the section where the rail system is being removed. Since the plan is to only have 3000 LF of rail, this
delivery cart serves a major role in delivering the materials when needed.
55
The logistics model for the major components of the pile installation section. This section includes two
major platforms, the first consisting of the A-frame tower with custom leads and the next consisting of the
crawler crane. The crawler crane is used to lift the concrete piles out of the tripping frame and position it
into the A-frame. The A-frame with custom leads is used to stabilize the hold of the pile in place while
being driven. A pile driving hammer is used to drive the pile down into the ground. This section allows
for easy installation of the piers and lowers the amount of time needed to install the foundation system of
this project.
56
For the substructure installation logistics model, the main components are the modular dance floor system
used forming and the gantry crane. The modular dancefloor system is a form work system that works well
for the form work of caps because it can tie into the concrete piles and requires no shoring. This system
has walkways that circle the concrete bent allowing for workers to easily access any point of the bent.
These dancefloors are equipped with handrails and adjustable steps so that the workers can access the
platform from the walkway on the rail system. Overall, this dancefloor is an easy and safe system to use
and keeps project flow at a steady pace.
57
The flow of the substructure installation flows as follows: girder installation, precast concrete deck
installation, rebar installation, formwork, and then pouring of concrete deck. For any assistance needed
for lifting materials the contractor will use the gantry cranes. Concrete trucks and pump trucks are placed
at the staging area during a concrete pour. This area is the closest to the area that is being poured and
ensures that all parts of the pour can be reached. Completed sections of the bridge that have been poured
is for minimal material lay down. No major material is to be placed on the bridge deck to prevent damage.
All materials and temporary items is placed on the outer edge of the bridge and the center is to always be
open for vehicular flow.
58
The last logistics model for the sections of the advancing rail system is the removal of the rail system.
Since there is 3000 LF of rail it does not span the entire length of the bridge. To keep up with the front
section of the bridge, the last section removes the unneeded rail system at the back end and the materials
are brought up to the front to the rail system install section. The material delivery cart transports the
removed sections to the front where the rail sections are needed.
59
Site Security
By referring to the South End Logistics Model, it shows the location in which the security fence is
located. The fence used for the security of the site is a 8’ tall chain link fence. This chain link fence will
not surround the entire jobsite, and that is indicated on the logistics model. Natural barriers provide
additional site security which lowered the amount of fence needed to secure the project site. The southern
end has gates which are to be locked at the end of each day. Ensuring the gates are locked at the end of
the day is a job that the superintendent completes, they are to also unlock the gates and open the site at the
beginning of each day.
On the northern section of the island, jersey walls protect the project site. Since there is no built-up area at
the northern end of the bridge it was determined a chain link fence was not necessary to protect the
project site. The jersey walls provide protection from the vehicles that travel on the road located next to
the project site. Any Conex boxes and equipment that is located on the northern end is to be always
locked when not in use. To prevent any unwanted motorists from entering the entrance of the jobsite,
traffic cones are used to stop any unwanted vehicles.
Waste Management Plan
With this project consisting of so many different components, it is imperative that waste is minimalized
and that items be reused or salvaged if applicable. Being sustainable is a core value that is taken seriously
and minimizing the impact that this project has on the environment is an important goal and a major part
of being sustainable is being smart with construction waste.
For this project, 40 cubic yard waste bins are used, using bigger bins will lower the number of times that
it needs emptied. Lowering the number of times, a trash container needs to be emptied lower costs, but it
also has a beneficial environmental impact. Rodanthe is a suburban area that has no buildup of any
industrial places since it is such a big tourist attraction, which is a good thing for others, but it makes
construction a lot harder. Our company uses the Buxton Transfer Station as our waste removal service
since it is the closest waste management available to this project [R3.3].
Recycling materials is another one of our commitments to having a sustainable approach and for this
project there are specified materials that are to be recycled if they are not able to be reused or salvaged.
Construction materials that are to be recycled if unable to be reused or salvaged are:
• Wood (wood from form work)
• Ferrous Metals (steel and iron.)
• Nonferrous Metals (aluminum and copper)
• Concrete (poured or precast concrete)
• Asphalt
60
We also understand that there is non-construction related materials that are produced through material
deliveries and project personnel, and we look at lowering waste in these areas too and try to recycle as
much as possible. The list of materials that are to be recycled in this area are:
• Plastics (water bottles, plastic containers)
• Cardboard
All items listed above are to always be in a recycling bin and never in a waste container. If our company
feels that too much waste is being accumulated, we will look for other strategies to lower overall project
waste. The planned strategies to lower overall waste are:
• Reduce construction mistakes
• Proper storage of material
• Prefabricated materials
• Order right amount of materials
All personnel located on the project are to follow the waste management regulations set forth. Our
company has a strong commitment to recycling as many materials as possible and reducing overall
project waste. Also, as a part of our commitment to recycling, we provide recycling bins for all trade
partners to use. All recyclables are processed by Dare County Public Works Compound [R3.4]
61
DETAILED COST ESTIMATE
INSERT COST ESTIMATE PAGES HERE
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L ERental Equipment For Project
Division Description AmountRental Costs
Working Hours per Day
Working Days in a Year
Project Duration (Days)
Project Duration (Yr) Total Rent Cost Diesel Fuel Cost per Gallon Fuel Consumption per Hour (Gal/Hr) Total Fuel Cost TOTAL BARE COSTHourly Oper. Cost Rent per Day Rent Per Week Rent per Month
0 514 Advancing Rail System Rental Equipment
0 1543360.1500 350 ton, 265 ft boom lattice crawler crane 2.00 ($ 75,800.00) 8.00 261.00 590.00 2.26 $4,111,392.00 ($ 2.92) ($ 2.71) ($ 74,675.03) ($ 4,186,067.03)
0 1543360.1400 200 ton, 150 ft boom lattice cralwer crane 2.00 ($ 69,600.00) 8.00 261.00 590.00 2.26 $3,775,104.00 ($ 2.92) ($ 2.71) ($ 74,700.61) ($ 3,849,804.61) 200 ton, 180 ft boom lattice cralwer crane 2.00 ($ 69,600.00) 8.00 261.00 590.00 2.26 $3,775,104.00 ($ 2.92) ($ 2.71) ($ 74,700.61) ($ 3,849,804.61)
0 1543320.2450 Diesel type pile driving hammer 4.00 ($ 17,850.00) 8.00 261.00 590.00 2.26 $1,936,368.00 ($ 2.92) ($ 1.45) ($ 79,937.92) ($ 2,016,305.92)
Subtotals: $13,597,968.00 ($ 304,014.16) ($ 13,901,982.16)
The following pieces of equipment below are going to be held to a specific project allowance since all items will be custom built for this project.Description Amount Speficic Allowance Unit Total Bare Cost
70- ton Ganrty Cranes 4.00 ($ 750,000.00) Ea. ($ 3,000,000.00) -Tipping Frame for Prestressed Concrete Piles 2.00 ($ 200,000.00) Ea. ($ 400,000.00) -
Wheel Sets for Platforms and Equipment 72.00 ($ 10,000.00) Ea. ($ 720,000.00) -Custom Vertical Leads 12.00 ($ 5,000.00) Ea. ($ 60,000.00) -Matieral Delivery Cart 2.00 ($ 50,000.00) Ea. ($ 100,000.00) -
SubTotals : ($ 4,280,000.00) -Total Equipment Costs: ($ 18,181,982.16)
DIVISION 1 - GENERAL CONDITIONS0131 Project Management and Coordination
013113200020 Clerk 114.57 Week $365.00 41,818.05 ($ 41,818.05) 013113200100 Field engineer 114.57 Week $865.00 198,206.10 ($ 198,206.10) 013113200180 Project Manager 114.57 Week $1,850.00 211,954.50 ($ 211,954.50) 013113200240 Superintendent 114.57 Week $1,725.00 197,633.25 ($ 197,633.25) 015213200010 Office and Storage Space015213200300 32' x 8', buy 2.00 32.00 8.00 2.00 Ea 1.00 2.00 Ea 2 Skwk 0.70 $15,105.00 $632.06 0.00 30,210.00 1,264.12 0.00 ($ 31,474.12) 2.8601521340010 Field Office Expense
015213400100 Office equipment rental average 26.33 Month $229.60 6,045.37 ($ 6,045.37) 015213400120 Office Supplies, Average 26.33 Month $91.13 2,399.45 ($ 2,399.45) 015213400160 Lights and HVAC 26.33 Month $164.14 4,321.81 ($ 4,321.81) 015433400010 General Equipment Rental without operators015433406410 Toilet, portable chemical (Rent per month) 4.00 4.00 Ea. 227.85 23,997.16 ($ 23,997.16)
Subtotals: ($ 717,849.81)
DIVISION 2 - EXISTING CONDITIONS02-41 Demolition
02-41-13.17 Demolish, Remove Pavement & Curb02-41-13.17-5010 Pavement removal, bituminous roads, up to 3" thick
-5010 Existing NC12 103,290.00 SY 103,290.00 SY B38 690.00 $0.99 1.82 102,257.10 187,987.80 ($ 290,244.90) 149.70-5010 Detour 83,028.00 SY 198,902.00 SY B38 690.00 $0.99 1.82 196,912.98 362,001.64 ($ 558,914.62) 288.26-5010 Survey Line -Y1 79,205.00 SY 79,205.00 SY B38 690.00 $0.99 1.82 78,412.95 144,153.10 ($ 222,566.05) 114.79-5010 Survey Line -L- 90,897.00 SY 90,897.00 SY B38 690.00 $0.99 1.82 89,988.03 165,432.54 ($ 255,420.57) 131.73
SubTotals: 356,420.00 SY 472,294.00 SY 467,571.06 859,575.08 ($ 1,327,146.14)
DIVISION 3 - CONCRETEGeneral Div Code Concrete
Prestressed Concrete Square Piles Cost of Bent End Bent 1 5 30 30 1,140 1,026,000 in^3 5 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.026
Bent 1 5 30 30 1,140 1,026,000 in^3 5 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.026Bent 2 5 30 30 1,140 1,026,000 in^3 5 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.026Bent 3 5 30 30 1,140 1,026,000 in^3 5 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.026
Bent 100 4 30 30 1,140 1,026,000 in^3 4 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.021Bent 101 4 30 30 1,140 1,026,000 in^3 4 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.021Bent 102 5 30 30 1,140 1,026,000 in^3 5 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.026Bent 103 5 30 30 1,140 1,026,000 in^3 5 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.026Bent 104 5 30 30 1,140 1,026,000 in^3 5 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.026Bent 105 5 30 30 1,140 1,026,000 in^3 5 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.026Bent 106 5 30 30 1,140 1,026,000 in^3 5 Each C11 $600.00 $60.00 $240.00 $11,165.00 $11,405.00 0.026
53 30 30 1,140 1,026,000 in^3 53 Each C11 $600.00 $60.00 $240.00 $11,165.00
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E
Prestressed Concrete Cylinder PilesBent 4 3.00 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 5 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 6 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 7 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 8 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 9 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012
Bent 10 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 11 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 12 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 13 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 14 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 15 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 16 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 17 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 18 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 19 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 20 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 21 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 22 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 23 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 24 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 25 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 26 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 27 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 28 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 29 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 30 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 31 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 32 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 33 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 34 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 35 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 36 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 37 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 38 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 39 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 40 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 41 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 42 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 43 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 44 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 45 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 46 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 47 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 48 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 49 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 50 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 51 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 52 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 53 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 54 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 55 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 56 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 57 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 58 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 59 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 60 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 61 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 62 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 63 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 64 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 65 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 66 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 67 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 68 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 69 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 70 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 71 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L EBent 72 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 73 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 74 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 75 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 76 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 77 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 78 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 79 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 80 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 81 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 82 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 83 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 84 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 85 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 86 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 87 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 88 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 89 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 90 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 91 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 92 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 93 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 94 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 95 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 96 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 97 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 98 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 99 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012
Bent 100 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012Bent 101 3 - 54.00 1,680.00 3,845,621 in^3 3 Each C11 $480.00 $48.00 $220.00 $13,520.00 $40,560.00 0.012
294 - 54 1,680 3,845,621 in^3 294 Each C11 $480.00 $48.00 $220.00 $13,520.00
Concrete Pile Sheet Wall 15,148,440 in^2 0.006944 105,191 Sqft C11 9,767.71 $0.00 $0.40 $0.00 $0.25 $0.65 $68,374.00 7.00
Foundation - Concrete 15,148,440 in^2 0.006944 105,191 Sqft C12 11,255.41 $0.00 $2.84 $0.00 $2.51 $5.35 $562,770.61 50.00
Substructure Concrete Accessories03 1516.30 Expansion Joints at End Bents
1" x 2" Neoprene 2.00 4.00 - - 8.00 LF 1.00 8.00 LF 1 Clab 450.00 2.67 $0.51 0.00 21.36 4.08 0.00 ($ 25.44) 0.021" x 2" Neoprene 1.00 2.50 - - 2.50 LF 1.00 2.50 LF 1 Clab 450.00 2.67 $0.51 0.00 6.68 1.28 0.00 ($ 7.95) 0.01
1" Foam Joint 2.00 12.00 - - 24.00 LF 1.00 24.00 LF 1 Carp 375.00 0.64 $0.76 0.00 15.36 18.24 0.00 ($ 33.60) 0.061" Foam Joint 1.00 9.00 - - 9.00 LF 1.00 9.00 LF 1 Carp 375.00 0.64 $0.76 0.00 5.76 6.84 0.00 ($ 12.60) 0.021" Foam Joint 1.00 3.21 - - 3.21 LF 1.00 3.21 LF 1 Carp 375.00 0.64 $0.76 0.00 2.05 2.44 0.00 ($ 4.49) 0.01
0.1203 1519.10 Anchor Bolts
End Bent 1 - 1" Dia 28.00 3.25 - - 28.00 Ea. 1/2 14 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 715.68 221.90 0.00 ($ 937.58) 0.78Transition Bents 1 & 2 - 1" Dia 112.00 3.50 - - 112.00 Ea. 1/2 56 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 2,862.72 887.60 0.00 ($ 3,750.32) 3.11
Transition Bent 3 - 1" Dia 56.00 3.50 - - 56.00 Ea. 1/2 28 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 1,431.36 443.80 0.00 ($ 1,875.16) 1.56Bent Type 1 - 2" Dia 64.00 2.33 - - 64.00 Ea. 1/2 32 Set (2 bolt) 2 Carp 27.00 163.18 $21.03 0.00 5,221.76 672.96 0.00 ($ 5,894.72) 1.19
Bent Type 1T - 2" Dia 8.00 2.33 - - 8.00 Ea. 1/2 4 Set (2 bolt) 2 Carp 27.00 163.18 $21.03 0.00 652.72 84.12 0.00 ($ 736.84) 0.15Bent Type 1T - 1" Dia 28.00 3.50 - - 28.00 Ea. 1/2 14 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 715.68 221.90 0.00 ($ 937.58) 0.78Bent Type 2 - 2" Dia 32.00 2.33 - - 32.00 Ea. 1/2 16 Set (2 bolt) 2 Carp 27.00 163.18 $21.03 0.00 2,610.88 336.48 0.00 ($ 2,947.36) 0.59
Bent Type 20 - 2" Dia 16.00 2.33 - - 16.00 Ea. 1/2 8 Set (2 bolt) 2 Carp 27.00 163.18 $21.03 0.00 1,305.44 168.24 0.00 ($ 1,473.68) 0.30Bent Type 20T - 2" Dia 8.00 2.33 - - 8.00 Ea. 1/2 4 Set (2 bolt) 2 Carp 27.00 163.18 $21.03 0.00 652.72 84.12 0.00 ($ 736.84) 0.15Bent Type 20T - 1" Dia 56.00 3.58 - - 56.00 Ea. 1/2 28 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 1,431.36 443.80 0.00 ($ 1,875.16) 1.56
Transition Bent 102 - 1" Dia 56.00 3.58 - - 56.00 Ea. 1/2 28 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 1,431.36 443.80 0.00 ($ 1,875.16) 1.56Transition Bent 103 - 1" Dia 56.00 3.58 - - 56.00 Ea. 1/2 28 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 1,431.36 443.80 0.00 ($ 1,875.16) 1.56Transition Bent 104 - 1" Dia 56.00 3.58 - - 56.00 Ea. 1/2 28 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 1,431.36 443.80 0.00 ($ 1,875.16) 1.56Transition Bent 105 - 1" Dia 56.00 3.58 - - 56.00 Ea. 1/2 28 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 1,431.36 443.80 0.00 ($ 1,875.16) 1.56Transition Bent 106 - 1" Dia 56.00 3.58 - - 56.00 Ea. 1/2 28 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 1,431.36 443.80 0.00 ($ 1,875.16) 1.56
End Bent 2 - 1" Dia 28.00 3.33 - - 28.00 Ea. 1/2 14 Set (2 bolt) 1 Carp 18.00 51.12 $15.85 0.00 715.68 221.90 0.00 ($ 937.58) 0.7818.70
ESTIMATE SUBTOTAL $25,524.01 $6,038.69 18.82
03 2111.60 Substructure - Concrete ReinforcementEnd Bent 1 Rebar costs are in tons
#9 B1 12.00 29.67 - - 29.67 LF 3.40 1,210 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 730.54 156.44 0.00 ($ 886.98) 0.17 #4 B2 16.00 25.25 - - 25.25 LF 0.67 271 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 165.48 62.27 0.00 ($ 227.75) 0.05#4 B3 12.00 4.50 - - 4.50 LF 0.67 36 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 21.98 8.27 0.00 ($ 30.25) 0.01#5 B4 10.00 48.08 - - 48.08 LF 1.04 500 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 305.31 114.89 0.00 ($ 420.20) 0.09
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E#6 B5 12.00 7.00 - - 7.00 LF 1.50 126 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 76.94 28.95 0.00 ($ 105.89) 0.02#9 B6 12.00 28.42 - - 28.42 LF 3.40 1,159 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 699.75 149.85 0.00 ($ 849.59) 0.16#5 S1 38.00 12.25 - - 12.25 LF 1.04 484 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 295.54 111.21 0.00 ($ 406.75) 0.08#5 S2 38.00 5.42 - - 5.42 LF 1.04 214 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 130.67 49.17 0.00 ($ 179.85) 0.04#5 H1 40.00 12.17 - - 12.17 LF 1.04 506 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 308.98 116.27 0.00 ($ 425.24) 0.09#4 K1 16.00 3.00 - - 3.00 LF 0.67 32 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 19.54 7.35 0.00 ($ 26.89) 0.01#4 V1 64.00 6.33 - - 6.33 LF 0.67 272 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 166.09 62.50 0.00 ($ 228.59) 0.05#4 U1 40.00 9.00 - - 9.00 LF 0.67 241 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 147.16 55.38 0.00 ($ 202.54) 0.04
0.79Transition Bents 1 & 2 - -
#10 B1 11.00 44.83 - - 44.83 LF 4.30 2,122.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,281.16 274.35 0.00 ($ 1,555.51) 0.29#6 B2 12.00 4.33 - - 4.33 LF 1.50 78.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 47.63 17.92 0.00 ($ 65.55) 0.01#6 B3 6.00 3.25 - - 3.25 LF 1.50 29.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 17.71 6.66 0.00 ($ 24.37) 0.01#5 B4 12.00 42.08 - - 42.08 LF 1.04 527.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 321.80 121.09 0.00 ($ 442.89) 0.09
#10 B10 2.00 42.08 - - 42.08 LF 4.30 362.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 218.56 46.80 0.00 ($ 265.36) 0.05#10 M1 45.00 11.67 - - 11.67 LF 4.30 2,259.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,363.87 292.07 0.00 ($ 1,655.94) 0.31#5 S1 76.00 12.92 - - 12.92 LF 1.04 1,024.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 625.28 235.29 0.00 ($ 860.57) 0.18#4 U1 20.00 8.33 - - 8.33 LF 0.67 111.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 67.78 25.51 0.00 ($ 93.28) 0.02#9 U2 2.00 17.17 - - 17.17 LF 3.40 117.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 70.64 15.13 0.00 ($ 85.77) 0.02#4 U3 8.00 7.17 - - 7.17 LF 0.67 38.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 23.20 8.73 0.00 ($ 31.94) 0.01#4 U4 10.00 7.00 - - 7.00 LF 0.67 47.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 28.70 10.80 0.00 ($ 39.50) 0.01SP-1 5.00 160.00 - - 160.00 LF LB/LF 534.00 LB C5 135.00 0.00 $16.73 4.36 0.00 4.47 1.16 ($ 5.63) 0.00
1.99Transition Bent 3
#10 B1 11.00 44.83 - - 44.83 LF 4.30 2,122.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,281.16 274.35 0.00 ($ 1,555.51) 0.29#6 B2 12.00 4.33 - - 4.33 LF 1.50 78.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 47.63 17.92 0.00 ($ 65.55) 0.01#6 B3 6.00 3.25 - - 3.25 LF 1.50 29.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 17.71 6.66 0.00 ($ 24.37) 0.01#5 B4 12.00 42.08 - - 42.08 LF 1.04 527.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 321.80 121.09 0.00 ($ 442.89) 0.09#4 B7 3.00 15.25 - - 15.25 LF 0.67 31.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 18.93 7.12 0.00 ($ 26.05) 0.01
#10 B10 2.00 42.08 - - 42.08 LF 4.30 362.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 218.56 46.80 0.00 ($ 265.36) 0.05#10 M1 45.00 11.67 - - 11.67 LF 4.30 2,259.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,363.87 292.07 0.00 ($ 1,655.94) 0.31#5 S1 76.00 12.92 - - 12.92 LF 1.04 1,024.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 625.28 235.29 0.00 ($ 860.57) 0.18#4 U1 20.00 8.33 - - 8.33 LF 0.67 111.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 67.78 25.51 0.00 ($ 93.28) 0.02#9 U2 2.00 17.17 - - 17.17 LF 3.40 117.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 70.64 15.13 0.00 ($ 85.77) 0.02#4 U3 8.00 7.17 - - 7.17 LF 0.67 38.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 23.20 8.73 0.00 ($ 31.94) 0.01#4 U4 10.00 7.00 - - 7.00 LF 0.67 47.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 28.70 10.80 0.00 ($ 39.50) 0.01#4 U5 11.00 5.00 - - 5.00 LF 0.67 37.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 22.59 8.50 0.00 ($ 31.09) 0.01SP-1 5.00 160.00 - - 160.00 LF LB/LF 534.00 LB C5 135.00 0.00 $16.73 4.36 0.00 4.47 1.16 ($ 5.63) 0.00
1.01 Bent Type 1
#10 B1 12.00 45.25 - - 45.25 LF 4.30 2,337.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,410.96 302.15 0.00 ($ 1,713.11) 0.32#10 B2 12.00 42.42 - - 42.42 LF 4.30 2,190.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,322.21 283.15 0.00 ($ 1,605.36) 0.30#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 42.42 - - 42.42 LF 1.04 354.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 216.16 81.34 0.00 ($ 297.50) 0.06#5 B5 21.00 6.00 - - 6.00 LF 1.04 131.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 79.99 30.10 0.00 ($ 110.09) 0.02#4 B6 16.00 4.17 - - 4.17 LF 0.67 45.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 27.48 10.34 0.00 ($ 37.82) 0.01#4 B7 16.00 4.58 - - 4.58 LF 0.67 49.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 29.92 11.26 0.00 ($ 41.18) 0.01#4 B8 24.00 7.33 - - 7.33 LF 0.67 118.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 72.05 27.11 0.00 ($ 99.17) 0.02#5 S1 116.00 14.33 - - 14.33 LF 1.04 1,734.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,058.82 398.43 0.00 ($ 1,457.25) 0.30#5 S2 36.00 11.17 - - 11.17 LF 1.04 420.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 256.46 96.51 0.00 ($ 352.97) 0.07#5 S3 18.00 6.92 - - 6.92 LF 1.04 130.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 79.38 29.87 0.00 ($ 109.25) 0.02#4 S4 56.00 9.00 - - 9.00 LF 0.67 337.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 205.78 77.43 0.00 ($ 283.21) 0.06#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01
5.21Bent Type 2
#10 B1 12.00 45.25 - - 45.25 LF 4.30 2,337.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,410.96 302.15 0.00 ($ 1,713.11) 0.32#10 B2 12.00 42.42 - - 42.42 LF 4.30 2,190.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,322.21 283.15 0.00 ($ 1,605.36) 0.30#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 42.42 - - 42.42 LF 1.04 354.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 216.16 81.34 0.00 ($ 297.50) 0.06#5 B5 21.00 6.00 - - 6.00 LF 1.04 131.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 79.99 30.10 0.00 ($ 110.09) 0.02#5 B6 16.00 4.17 - - 4.17 LF 1.04 45.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 27.48 10.34 0.00 ($ 37.82) 0.01#4 B7 16.00 4.58 - - 4.58 LF 0.67 49.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 29.92 11.26 0.00 ($ 41.18) 0.01#4 B8 24.00 7.33 - - 7.33 LF 0.67 118.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 72.05 27.11 0.00 ($ 99.17) 0.02#8 D1 37.00 5.33 - - 5.33 LF 2.67 527.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 318.18 68.14 0.00 ($ 386.31) 0.07#5 S1 116.00 15.17 - - 15.17 LF 1.04 1,835.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,120.50 421.64 0.00 ($ 1,542.13) 0.32#5 S2 36.00 11.17 - - 11.17 LF 1.04 419.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 255.85 96.28 0.00 ($ 352.13) 0.07#5 S3 18.00 6.92 - - 6.92 LF 1.04 130.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 79.38 29.87 0.00 ($ 109.25) 0.02#4 S4 56.00 9.00 - - 9.00 LF 0.67 337.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 205.78 77.43 0.00 ($ 283.21) 0.06
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01
2.79Bent Type 3
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 12.00 41.42 - - 41.42 LF 4.30 2,139.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,291.42 276.55 0.00 ($ 1,567.97) 0.30#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 20.00 6.00 - - 6.00 LF 1.04 125.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 76.33 28.72 0.00 ($ 105.05) 0.02#5 B6 24.00 2.75 - - 2.75 LF 1.04 44.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 26.87 10.11 0.00 ($ 36.98) 0.01#4 B7 8.00 3.92 - - 3.92 LF 0.67 21.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 12.82 4.83 0.00 ($ 17.65) 0.00#8 M1 66.00 12.42 - - 12.42 LF 2.67 3,526.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 2,128.82 455.88 0.00 ($ 2,584.70) 0.49#5 S1 114.00 14.33 - - 14.33 LF 1.04 1,704.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,040.51 391.54 0.00 ($ 1,432.04) 0.29#5 S2 36.00 11.17 - - 11.17 LF 1.04 420.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 256.46 96.51 0.00 ($ 352.97) 0.07#5 S3 18.00 6.92 - - 6.92 LF 1.04 130.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 79.38 29.87 0.00 ($ 109.25) 0.02#4 S4 30.00 9.00 - - 9.00 LF 0.67 180.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 109.91 41.36 0.00 ($ 151.27) 0.03#4 S5 66.00 11.75 - - 11.75 LF 0.67 518.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 316.30 119.02 0.00 ($ 435.33) 0.09#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#6 U5 48.00 11.08 - - 11.08 LF 1.50 799.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 487.89 183.59 0.00 ($ 671.48) 0.14#6 U6 22.00 16.17 - - 16.17 LF 1.50 534.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 326.07 122.70 0.00 ($ 448.77) 0.09#4 U7 8.00 16.67 - - 16.67 LF 0.67 89.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 54.35 20.45 0.00 ($ 74.80) 0.02
14.37Bent Type 4
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 12.00 41.42 - - 41.42 LF 4.30 2,139.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,291.42 276.55 0.00 ($ 1,567.97) 0.30#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 20.00 6.00 - - 6.00 LF 1.04 125.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 76.33 28.72 0.00 ($ 105.05) 0.02#4 B7 8.00 3.92 - - 3.92 LF 0.67 21.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 12.82 4.83 0.00 ($ 17.65) 0.00#8 D1 41.00 5.33 - - 5.33 LF 2.67 584.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 352.59 75.51 0.00 ($ 428.10) 0.08#5 S1 114.00 15.17 - - 15.17 LF 1.04 1,805.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,102.18 414.74 0.00 ($ 1,516.92) 0.31#5 S2 36.00 11.17 - - 11.17 LF 1.04 419.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 255.85 96.28 0.00 ($ 352.13) 0.07#5 S3 18.00 6.92 - - 6.92 LF 1.04 130.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 79.38 29.87 0.00 ($ 109.25) 0.02#4 S4 30.00 9.00 - - 9.00 LF 0.67 180.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 109.91 41.36 0.00 ($ 151.27) 0.03#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01
5.28Bent Type 5
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 15.67 - - 15.67 LF 0.67 84.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 51.29 19.30 0.00 ($ 70.59) 0.01#6 S1 80.00 14.75 - - 14.75 LF 1.50 1,773.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,082.64 407.39 0.00 ($ 1,490.03) 0.31#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 35.00 9.00 - - 9.00 LF 0.67 210.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 128.23 48.25 0.00 ($ 176.48) 0.04#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#6 U5 48.00 11.08 - - 11.08 LF 1.50 799.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 487.89 183.59 0.00 ($ 671.48) 0.14#7 U6 22.00 16.50 - - 16.50 LF 2.04 742.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 453.08 170.49 0.00 ($ 623.58) 0.13#4 U7 8.00 17.00 - - 17.00 LF 0.67 91.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 55.57 20.91 0.00 ($ 76.48) 0.02
54.52Bent Type 5T
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 12.00 41.42 - - 41.42 LF 4.30 2,139.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,291.42 276.55 0.00 ($ 1,567.97) 0.30#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 20.00 6.00 - - 6.00 LF 1.04 125.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 76.33 28.72 0.00 ($ 105.05) 0.02#5 B6 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#4 B7 32.00 2.83 - - 2.83 LF 0.67 60.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.64 13.79 0.00 ($ 50.42) 0.01#5 S1 114.00 14.33 - - 14.33 LF 1.04 1,704.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,040.51 391.54 0.00 ($ 1,432.04) 0.29#5 S2 42.00 11.07 - - 11.07 LF 1.04 490.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 299.21 112.59 0.00 ($ 411.80) 0.08#5 S3 21.00 6.92 - - 6.92 LF 1.04 152.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 92.82 34.93 0.00 ($ 127.74) 0.03
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E#4 S4 28.00 9.00 - - 9.00 LF 0.67 168.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 102.59 38.60 0.00 ($ 141.19) 0.03#4 S6 12.00 9.92 - - 9.92 LF 0.67 80.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 48.85 18.38 0.00 ($ 67.23) 0.01#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 6.00 7.83 - - 7.83 LF 0.67 31.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 18.93 7.12 0.00 ($ 26.05) 0.01#4 U5 6.00 10.25 - - 10.25 LF 0.67 41.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 25.04 9.42 0.00 ($ 34.46) 0.01#4 U6 6.00 5.58 - - 5.58 LF 0.67 22.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 13.43 5.06 0.00 ($ 18.49) 0.00#5 U7 42.00 10.42 - - 10.42 LF 1.04 456.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 278.45 104.78 0.00 ($ 383.22) 0.08#6 U8 48.00 8.92 - - 8.92 LF 1.50 643.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 392.63 147.75 0.00 ($ 540.38) 0.11#6 U9 12.00 20.33 - - 20.33 LF 1.50 366.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 223.49 84.10 0.00 ($ 307.59) 0.06
#7 U10 12.00 16.50 - - 16.50 LF 2.04 405.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 247.30 93.06 0.00 ($ 340.36) 0.07#4 U11 8.00 14.25 - - 14.25 LF 0.67 76.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 46.41 17.46 0.00 ($ 63.87) 0.01#4 U12 8.00 13.92 - - 13.92 LF 0.67 74.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 45.19 17.00 0.00 ($ 62.19) 0.01#6 U13 48.00 13.08 - - 13.08 LF 1.50 943.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 575.82 216.68 0.00 ($ 792.50) 0.16
1.83Bent Type 6
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 15.67 - - 15.67 LF 0.67 84.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 51.29 19.30 0.00 ($ 70.59) 0.01#9 D1 45.00 5.92 - - 5.92 LF 3.40 906.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 547.00 117.14 0.00 ($ 664.13) 0.13#6 S1 80.00 15.58 - - 15.58 LF 1.50 1,872.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,143.09 430.14 0.00 ($ 1,573.23) 0.32#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 35.00 9.00 - - 9.00 LF 0.67 210.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 128.23 48.25 0.00 ($ 176.48) 0.04#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01
17.82Bent Type 7
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 15.67 - - 15.67 LF 0.67 84.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 51.29 19.30 0.00 ($ 70.59) 0.01#6 S1 80.00 14.75 - - 14.75 LF 1.50 1,773.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,082.64 407.39 0.00 ($ 1,490.03) 0.31#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 41.00 9.00 - - 9.00 LF 0.67 246.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 150.21 56.52 0.00 ($ 206.74) 0.04#4 S6 4.00 9.33 - - 9.33 LF 0.67 25.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 15.27 5.74 0.00 ($ 21.01) 0.00#4 S7 4.00 9.83 - - 9.83 LF 0.67 26.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 15.88 5.97 0.00 ($ 21.85) 0.00
#4 U10 4.00 11.00 - - 11.00 LF 0.67 29.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 17.71 6.66 0.00 ($ 24.37) 0.01#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#6 U5 48.00 11.25 - - 11.25 LF 1.50 811.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 495.22 186.35 0.00 ($ 681.56) 0.14#7 U6 12.00 15.50 - - 15.50 LF 2.04 380.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 232.04 87.31 0.00 ($ 319.35) 0.07#6 U7 8.00 9.75 - - 9.75 LF 1.50 117.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 71.44 26.88 0.00 ($ 98.33) 0.02#7 U8 12.00 16.50 - - 16.50 LF 2.04 405.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 247.30 93.06 0.00 ($ 340.36) 0.07#4 U9 4.00 9.50 - - 9.50 LF 0.67 25.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 15.27 5.74 0.00 ($ 21.01) 0.00
1.80Bent Type 8
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#4 B6 8.00 14.67 - - 14.67 LF 0.67 78.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 47.63 17.92 0.00 ($ 65.55) 0.01#4 S4 39.00 9.00 - - 9.00 LF 0.67 235.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 143.50 54.00 0.00 ($ 197.49) 0.04#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#4 U7 8.00 16.00 - - 16.00 LF 0.67 86.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 52.51 19.76 0.00 ($ 72.27) 0.01#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#6 S1 80.00 14.75 - - 14.75 LF 1.50 1,773.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,082.64 407.39 0.00 ($ 1,490.03) 0.31#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#6 U5 48.00 11.08 - - 11.08 LF 1.50 799.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 487.89 183.59 0.00 ($ 671.48) 0.14#7 U6 22.00 15.50 - - 15.50 LF 2.04 697.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 425.61 160.15 0.00 ($ 585.76) 0.12#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02
7.01Bent Type 9
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#4 B6 8.00 14.67 - - 14.67 LF 0.67 78.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 47.63 17.92 0.00 ($ 65.55) 0.01#4 S4 39.00 9.00 - - 9.00 LF 0.67 234.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 142.89 53.77 0.00 ($ 196.65) 0.04#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#6 S1 80.00 15.58 - - 15.58 LF 1.50 1,872.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,143.09 430.14 0.00 ($ 1,573.23) 0.32#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#9 D1 40.00 5.92 - - 5.92 LF 3.40 805.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 486.02 104.08 0.00 ($ 590.10) 0.11#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02
3.22Bent Type 10
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 4.33 - - 4.33 LF 0.67 23.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 14.04 5.28 0.00 ($ 19.33) 0.00#6 S1 80.00 14.75 - - 14.75 LF 1.50 1,773.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,082.64 407.39 0.00 ($ 1,490.03) 0.31#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 33.00 9.00 - - 9.00 LF 0.67 198.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 120.90 45.50 0.00 ($ 166.40) 0.03#4 S6 2.00 9.67 - - 9.67 LF 0.67 13.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 7.94 2.99 0.00 ($ 10.93) 0.00#4 S7 2.00 9.33 - - 9.33 LF 0.67 13.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 7.94 2.99 0.00 ($ 10.93) 0.00#4 S8 4.00 9.33 - - 9.33 LF 0.67 25.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 15.27 5.74 0.00 ($ 21.01) 0.00
#4 U10 2.00 9.75 - - 9.75 LF 0.67 13.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 7.94 2.99 0.00 ($ 10.93) 0.00#7 U11 6.00 16.17 - - 16.17 LF 2.04 198.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 120.90 45.50 0.00 ($ 166.40) 0.03#7 U12 6.00 15.50 - - 15.50 LF 2.04 190.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 116.02 43.66 0.00 ($ 159.68) 0.03#4 U13 4.00 9.67 - - 9.67 LF 0.67 26.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 15.88 5.97 0.00 ($ 21.85) 0.00#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#6 U5 48.00 11.25 - - 11.25 LF 1.50 811.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 495.22 186.35 0.00 ($ 681.56) 0.14#7 U6 6.00 16.17 - - 16.17 LF 2.04 198.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 120.90 45.50 0.00 ($ 166.40) 0.03#6 U7 5.00 9.75 - - 9.75 LF 1.50 73.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 44.58 16.77 0.00 ($ 61.35) 0.01#7 U8 6.00 15.50 - - 15.50 LF 2.04 190.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 116.02 43.66 0.00 ($ 159.68) 0.03#4 U9 2.00 10.75 - - 10.75 LF 0.67 14.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 8.55 3.22 0.00 ($ 11.77) 0.00
1.77Bent Type 11
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 3.92 - - 3.92 LF 0.67 21.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 12.82 4.83 0.00 ($ 17.65) 0.00#6 S1 80.00 14.75 - - 14.75 LF 1.50 1,773.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,082.64 407.39 0.00 ($ 1,490.03) 0.31#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 30.00 9.00 - - 9.00 LF 0.67 180.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 109.91 41.36 0.00 ($ 151.27) 0.03#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#6 U5 48.00 11.08 - - 11.08 LF 1.50 799.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 487.89 183.59 0.00 ($ 671.48) 0.14#7 U6 22.00 16.17 - - 16.17 LF 2.04 727.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 443.92 167.05 0.00 ($ 610.97) 0.13#4 U7 8.00 16.67 - - 16.67 LF 0.67 89.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 54.35 20.45 0.00 ($ 74.80) 0.02
10.44Bent Type 12
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 3.92 - - 3.92 LF 0.67 21.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 12.82 4.83 0.00 ($ 17.65) 0.00
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E#9 D1 43.00 5.92 - - 5.92 LF 3.40 866.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 522.85 111.97 0.00 ($ 634.81) 0.12#6 S1 80.00 15.58 - - 15.58 LF 1.50 1,872.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,143.09 430.14 0.00 ($ 1,573.23) 0.32#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 30.00 9.00 - - 9.00 LF 0.67 180.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 109.91 41.36 0.00 ($ 151.27) 0.03#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01
4.80Bent Type 13
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 15.33 - - 15.33 LF 0.67 82.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 50.07 18.84 0.00 ($ 68.91) 0.01#6 S1 80.00 14.75 - - 14.75 LF 1.50 1,773.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,082.64 407.39 0.00 ($ 1,490.03) 0.31#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 37.00 9.00 - - 9.00 LF 0.67 222.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 135.56 51.01 0.00 ($ 186.57) 0.04#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#6 U5 48.00 11.08 - - 11.08 LF 1.50 799.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 487.89 183.59 0.00 ($ 671.48) 0.14#7 U6 22.00 16.17 - - 16.17 LF 2.04 727.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 443.92 167.05 0.00 ($ 610.97) 0.13#4 U7 8.00 16.67 - - 16.67 LF 0.67 89.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 54.35 20.45 0.00 ($ 74.80) 0.02
5.27Bent Type 14
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 15.83 - - 15.83 LF 0.67 86.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 52.51 19.76 0.00 ($ 72.27) 0.01#6 S1 80.00 14.75 - - 14.75 LF 1.50 1,773.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,082.64 407.39 0.00 ($ 1,490.03) 0.31#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 40.00 9.00 - - 9.00 LF 0.67 240.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 146.55 55.15 0.00 ($ 201.70) 0.04#4 S6 8.00 9.67 - - 9.67 LF 0.67 52.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 31.75 11.95 0.00 ($ 43.70) 0.01#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#6 U5 48.00 11.25 - - 11.25 LF 1.50 811.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 495.22 186.35 0.00 ($ 681.56) 0.14#7 U6 24.00 16.17 - - 16.17 LF 2.04 793.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 484.23 182.21 0.00 ($ 666.44) 0.14#6 U7 4.00 9.75 - - 9.75 LF 1.50 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U8 8.00 9.92 - - 9.92 LF 0.67 53.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 32.36 12.18 0.00 ($ 44.54) 0.01
1.79Bent Type 15
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 15.33 - - 15.33 LF 0.67 82.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 50.07 18.84 0.00 ($ 68.91) 0.01#9 D1 43.00 5.92 - - 5.92 LF 3.40 866.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 522.85 111.97 0.00 ($ 634.81) 0.12#6 S1 80.00 15.58 - - 15.58 LF 1.50 1,872.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,143.09 430.14 0.00 ($ 1,573.23) 0.32#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 37.00 9.00 - - 9.00 LF 0.67 222.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 135.56 51.01 0.00 ($ 186.57) 0.04#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01
1.62Bent Type 16
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 15.83 - - 15.83 LF 0.67 85.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 51.90 19.53 0.00 ($ 71.43) 0.01
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E#4 B7 8.00 3.92 - - 3.92 LF 0.67 21.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 12.82 4.83 0.00 ($ 17.65) 0.00#6 S1 80.00 14.75 - - 14.75 LF 1.50 1,773.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,082.64 407.39 0.00 ($ 1,490.03) 0.31#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 40.00 9.00 - - 9.00 LF 0.67 240.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 146.55 55.15 0.00 ($ 201.70) 0.04#4 S6 8.00 9.67 - - 9.67 LF 0.67 52.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 31.75 11.95 0.00 ($ 43.70) 0.01#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#6 U5 48.00 11.25 - - 11.25 LF 1.50 811.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 495.22 186.35 0.00 ($ 681.56) 0.14#7 U6 24.00 16.17 - - 16.17 LF 2.04 793.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 484.23 182.21 0.00 ($ 666.44) 0.14#6 U7 4.00 9.83 - - 9.83 LF 1.50 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U8 8.00 9.92 - - 9.92 LF 0.67 53.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 32.36 12.18 0.00 ($ 44.54) 0.01
1.79Bent Type 17
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#4 B6 8.00 3.92 - - 3.92 LF 0.67 21.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 12.82 4.83 0.00 ($ 17.65) 0.00#6 S1 80.00 14.75 - - 14.75 LF 1.50 1,773.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,082.64 407.39 0.00 ($ 1,490.03) 0.31#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 364.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 222.27 83.64 0.00 ($ 305.91) 0.06#4 S4 30.00 9.00 - - 9.00 LF 0.67 180.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 109.91 41.36 0.00 ($ 151.27) 0.03#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01#6 U5 48.00 11.08 - - 11.08 LF 1.50 799.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 487.89 183.59 0.00 ($ 671.48) 0.14#7 U6 22.00 16.17 - - 16.17 LF 2.04 727.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 443.92 167.05 0.00 ($ 610.97) 0.13#4 U7 8.00 16.67 - - 16.67 LF 0.67 89.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 54.35 20.45 0.00 ($ 74.80) 0.02
8.70Bent Type 18
#10 B1 12.00 44.25 - - 44.25 LF 4.30 2,285.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,379.57 295.43 0.00 ($ 1,675.00) 0.32#10 B2 14.00 41.42 - - 41.42 LF 4.30 2,496.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,506.96 322.71 0.00 ($ 1,829.67) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 41.42 - - 41.42 LF 1.04 346.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 211.28 79.50 0.00 ($ 290.78) 0.06#5 B5 30.00 6.00 - - 6.00 LF 1.04 188.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 114.80 43.20 0.00 ($ 158.00) 0.03#9 D1 43.00 5.92 - - 5.92 LF 3.40 866.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 522.85 111.97 0.00 ($ 634.81) 0.12#6 S1 80.00 15.58 - - 15.58 LF 1.50 1,872.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,143.09 430.14 0.00 ($ 1,573.23) 0.32#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 363.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 221.66 83.41 0.00 ($ 305.07) 0.06#4 S4 30.00 9.00 - - 9.00 LF 0.67 180.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 109.91 41.36 0.00 ($ 151.27) 0.03#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 62.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 37.86 14.25 0.00 ($ 52.10) 0.01
3.19Bent Type 19
#10 B1 12.00 45.25 - - 45.25 LF 4.30 2,337.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,410.96 302.15 0.00 ($ 1,713.11) 0.32#10 B2 14.00 42.42 - - 42.42 LF 4.30 2,555.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,542.58 330.34 0.00 ($ 1,872.92) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 42.42 - - 42.42 LF 1.04 354.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 216.16 81.34 0.00 ($ 297.50) 0.06#5 B5 31.00 6.00 - - 6.00 LF 1.04 194.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 118.46 44.58 0.00 ($ 163.04) 0.03#4 B6 16.00 4.58 - - 4.58 LF 0.67 49.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 29.92 11.26 0.00 ($ 41.18) 0.01#4 B7 16.00 4.17 - - 4.17 LF 0.67 45.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 27.48 10.34 0.00 ($ 37.82) 0.01#4 B8 24.00 7.33 - - 7.33 LF 0.67 118.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 72.05 27.11 0.00 ($ 99.17) 0.02#6 S1 82.00 14.75 - - 14.75 LF 1.50 1,817.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,109.51 417.50 0.00 ($ 1,527.01) 0.31#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 363.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 221.66 83.41 0.00 ($ 305.07) 0.06#4 S4 59.00 9.00 - - 9.00 LF 0.67 355.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 216.77 81.57 0.00 ($ 298.34) 0.06#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01
1.55Bent Type 20
#10 B1 12.00 45.25 - - 45.25 LF 4.30 2,337.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,410.96 302.15 0.00 ($ 1,713.11) 0.32#10 B2 14.00 42.42 - - 42.42 LF 4.30 2,555.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,542.58 330.34 0.00 ($ 1,872.92) 0.35#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 42.42 - - 42.42 LF 1.04 354.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 216.16 81.34 0.00 ($ 297.50) 0.06#5 B5 31.00 6.00 - - 6.00 LF 1.04 194.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 118.46 44.58 0.00 ($ 163.04) 0.03
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E#4 B6 16.00 4.58 - - 4.58 LF 0.67 49.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 29.92 11.26 0.00 ($ 41.18) 0.01#4 B7 16.00 4.17 - - 4.17 LF 0.67 45.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 27.48 10.34 0.00 ($ 37.82) 0.01#4 B8 24.00 7.33 - - 7.33 LF 0.67 118.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 72.05 27.11 0.00 ($ 99.17) 0.02#9 D1 39.00 5.92 - - 5.92 LF 3.40 785.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 473.94 101.49 0.00 ($ 575.44) 0.11#6 S1 82.00 15.58 - - 15.58 LF 1.50 1,919.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,171.79 440.94 0.00 ($ 1,612.73) 0.33#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 363.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 221.66 83.41 0.00 ($ 305.07) 0.06#4 S4 59.00 9.00 - - 9.00 LF 0.67 355.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 216.77 81.57 0.00 ($ 298.34) 0.06#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 12.00 7.83 - - 7.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01
1.68Bent Type 20
#6 A1 112.00 12.33 - - 12.33 LF 1.50 222.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 135.56 51.01 0.00 ($ 186.57) 0.04#6 A2 12.00 17.33 - - 17.33 LF 1.50 312.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 190.52 71.69 0.00 ($ 262.20) 0.05
#11 M3 22.00 16.33 - - 16.33 LF 5.31 1,909.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,152.56 246.81 0.00 ($ 1,399.37) 0.27#4 S5 14.00 11.75 - - 11.75 LF 0.67 110.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 67.17 25.28 0.00 ($ 92.44) 0.02#6 S6 28.00 15.33 - - 15.33 LF 1.50 645.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 393.85 148.20 0.00 ($ 542.06) 0.11#5 S7 140.00 5.17 - - 5.17 LF 1.04 754.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 460.41 173.25 0.00 ($ 633.66) 0.13#8 T1 44.00 20.00 - - 20.00 LF 2.67 2,350.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,418.81 303.83 0.00 ($ 1,722.64) 0.33#8 T2 22.00 17.50 - - 17.50 LF 2.67 1,028.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 620.66 132.91 0.00 ($ 753.57) 0.14#8 T3 24.00 2.25 - - 2.25 LF 2.67 144.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 86.94 18.62 0.00 ($ 105.56) 0.02#8 T4 64.00 15.00 - - 15.00 LF 2.67 2,563.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,547.41 331.37 0.00 ($ 1,878.78) 0.36#8 T5 16.00 12.50 - - 12.50 LF 2.67 534.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 322.40 69.04 0.00 ($ 391.44) 0.07
1.54Bent Type 20T
#10 B1 12.00 45.42 - - 45.42 LF 4.30 2,345.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,415.79 303.19 0.00 ($ 1,718.98) 0.33#4 B10 24.00 7.33 - - 7.33 LF 0.67 118.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 72.05 27.11 0.00 ($ 99.17) 0.02#10 B2 14.00 42.58 - - 42.58 LF 4.30 2,565.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,548.62 331.63 0.00 ($ 1,880.25) 0.36#8 B3 12.00 13.92 - - 13.92 LF 2.67 446.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 269.27 57.66 0.00 ($ 326.94) 0.06#5 B4 8.00 42.58 - - 42.58 LF 1.04 355.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 216.77 81.57 0.00 ($ 298.34) 0.06#5 B5 31.00 6.00 - - 6.00 LF 1.04 194.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 118.46 44.58 0.00 ($ 163.04) 0.03#5 B6 12.00 42.58 - - 42.58 LF 1.04 533.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 325.46 122.47 0.00 ($ 447.93) 0.09#4 B7 8.00 4.92 - - 4.92 LF 0.67 26.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 15.88 5.97 0.00 ($ 21.85) 0.00#4 B8 16.00 4.17 - - 4.17 LF 0.67 45.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 27.48 10.34 0.00 ($ 37.82) 0.01#4 B9 8.00 4.42 - - 4.42 LF 0.67 24.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 14.66 5.51 0.00 ($ 20.17) 0.00
#10 M1 44.00 12.42 - - 12.42 LF 4.30 2,351.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,419.42 303.96 0.00 ($ 1,723.38) 0.33#6 S1 84.00 14.75 - - 14.75 LF 1.50 1,861.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 1,136.37 427.61 0.00 ($ 1,563.98) 0.32#6 S2 66.00 11.67 - - 11.67 LF 1.50 1,157.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 706.49 265.85 0.00 ($ 972.34) 0.20#6 S3 33.00 7.33 - - 7.33 LF 1.50 363.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 221.66 83.41 0.00 ($ 305.07) 0.06#4 S4 60.00 9.00 - - 9.00 LF 0.67 361.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 220.44 82.95 0.00 ($ 303.38) 0.06#4 S5 44.00 11.75 - - 11.75 LF 0.67 345.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 210.67 79.27 0.00 ($ 289.94) 0.06#9 U2 2.00 20.83 - - 20.83 LF 3.40 142.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 85.73 18.36 0.00 ($ 104.09) 0.02#4 U3 10.00 8.83 - - 8.83 LF 0.67 59.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 36.03 13.56 0.00 ($ 49.58) 0.01#4 U4 6.00 7.83 - - 7.83 LF 0.67 31.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 18.93 7.12 0.00 ($ 26.05) 0.01#4 U5 6.00 12.83 - - 12.83 LF 0.67 51.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 31.14 11.72 0.00 ($ 42.86) 0.01#4 U6 10.00 5.58 - - 5.58 LF 0.67 37.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 22.59 8.50 0.00 ($ 31.09) 0.01#5 U7 43.00 17.08 - - 17.08 LF 1.04 766.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 467.74 176.01 0.00 ($ 643.75) 0.13
2.18Bent Type 20T
#6 B1 10.00 12.33 - - 12.33 LF 1.50 185.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 112.97 42.51 0.00 ($ 155.47) 0.03#6 B2 10.00 17.33 - - 17.33 LF 1.50 260.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 158.76 59.74 0.00 ($ 218.50) 0.04
#11 M3 22.00 14.50 - - 14.50 LF 5.31 1,695.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,023.36 219.15 0.00 ($ 1,242.50) 0.24#4 S5 11.00 11.75 - - 11.75 LF 0.67 86.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 52.51 19.76 0.00 ($ 72.27) 0.01#6 S6 28.00 15.17 - - 15.17 LF 1.50 638.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 389.58 146.60 0.00 ($ 536.18) 0.11#5 S7 100.00 5.17 - - 5.17 LF 1.04 539.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 329.13 123.85 0.00 ($ 452.98) 0.09#8 T1 44.00 20.00 - - 20.00 LF 2.67 2,350.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,418.81 303.83 0.00 ($ 1,722.64) 0.33#8 T2 16.00 17.50 - - 17.50 LF 2.67 748.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 451.61 96.71 0.00 ($ 548.31) 0.10#8 T3 24.00 2.25 - - 2.25 LF 2.67 144.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 86.94 18.62 0.00 ($ 105.56) 0.02#8 T4 64.00 15.00 - - 15.00 LF 2.67 2,563.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,547.41 331.37 0.00 ($ 1,878.78) 0.36#8 T5 16.00 12.50 - - 12.50 LF 2.67 534.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 322.40 69.04 0.00 ($ 391.44) 0.07
1.41Transition Bent 102
#10 B1 11.00 45.08 - - 45.08 LF 4.30 2,134.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,288.40 275.90 0.00 ($ 1,564.31) 0.30#10 B11 2.00 42.25 - - 42.25 LF 4.30 364.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 219.77 47.06 0.00 ($ 266.83) 0.05
#6 B2 12.00 4.33 - - 4.33 LF 1.50 78.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 47.63 17.92 0.00 ($ 65.55) 0.01#6 B3 3.00 3.25 - - 3.25 LF 1.50 15.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 9.16 3.45 0.00 ($ 12.61) 0.00#5 B4 12.00 42.25 - - 42.25 LF 1.04 529.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 323.02 121.55 0.00 ($ 444.57) 0.09#6 B8 3.00 3.50 - - 3.50 LF 1.50 16.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 9.77 3.68 0.00 ($ 13.45) 0.00
#10 M1 45.00 11.67 - - 11.67 LF 4.30 2,259.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,363.87 292.07 0.00 ($ 1,655.94) 0.31
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E#5 S1 76.00 12.92 - - 12.92 LF 1.04 1,024.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 625.28 235.29 0.00 ($ 860.57) 0.18#4 U1 20.00 8.33 - - 8.33 LF 0.67 111.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 67.78 25.51 0.00 ($ 93.28) 0.02#9 U2 2.00 17.17 - - 17.17 LF 3.40 117.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 70.64 15.13 0.00 ($ 85.77) 0.02#4 U3 8.00 7.17 - - 7.17 LF 0.67 38.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 23.20 8.73 0.00 ($ 31.94) 0.01#4 U4 10.00 7.00 - - 7.00 LF 0.67 47.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 28.70 10.80 0.00 ($ 39.50) 0.01
1.00Transition Bent 103
#10 B1 11.00 45.08 - - 45.08 LF 4.30 2,134.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,288.40 275.90 0.00 ($ 1,564.31) 0.30#10 B11 2.00 42.25 - - 42.25 LF 4.30 364.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 219.77 47.06 0.00 ($ 266.83) 0.05
#6 B2 12.00 4.33 - - 4.33 LF 1.50 78.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 47.63 17.92 0.00 ($ 65.55) 0.01#6 B3 3.00 3.25 - - 3.25 LF 1.50 15.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 9.16 3.45 0.00 ($ 12.61) 0.00#5 B4 12.00 42.25 - - 42.25 LF 1.04 529.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 323.02 121.55 0.00 ($ 444.57) 0.09#4 B7 3.00 15.25 - - 15.25 LF 0.67 31.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 18.93 7.12 0.00 ($ 26.05) 0.01#6 B8 3.00 3.50 - - 3.50 LF 1.50 16.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 9.77 3.68 0.00 ($ 13.45) 0.00
#10 M1 45.00 11.67 - - 11.67 LF 4.30 2,259.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,363.87 292.07 0.00 ($ 1,655.94) 0.31#5 S1 76.00 12.92 - - 12.92 LF 1.04 1,024.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 625.28 235.29 0.00 ($ 860.57) 0.18#4 U1 20.00 8.33 - - 8.33 LF 0.67 111.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 67.78 25.51 0.00 ($ 93.28) 0.02#9 U2 2.00 17.17 - - 17.17 LF 3.40 117.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 70.64 15.13 0.00 ($ 85.77) 0.02#4 U3 8.00 7.17 - - 7.17 LF 0.67 38.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 23.20 8.73 0.00 ($ 31.94) 0.01#4 U4 10.00 7.00 - - 7.00 LF 0.67 47.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 28.70 10.80 0.00 ($ 39.50) 0.01#4 U5 11.00 5.00 - - 5.00 LF 0.67 37.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 22.59 8.50 0.00 ($ 31.09) 0.01
1.01Transition Bent 104
#10 B1 11.00 45.08 - - 45.08 LF 4.30 2,134.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,288.40 275.90 0.00 ($ 1,564.31) 0.30#10 B11 2.00 42.25 - - 42.25 LF 4.30 364.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 219.77 47.06 0.00 ($ 266.83) 0.05
#6 B2 12.00 4.33 - - 4.33 LF 1.50 78.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 47.63 17.92 0.00 ($ 65.55) 0.01#6 B3 3.00 3.25 - - 3.25 LF 1.50 15.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 9.16 3.45 0.00 ($ 12.61) 0.00#5 B4 12.00 42.25 - - 42.25 LF 1.04 529.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 323.02 121.55 0.00 ($ 444.57) 0.09#4 B7 6.00 15.25 - - 15.25 LF 0.67 61.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 37.25 14.02 0.00 ($ 51.26) 0.01#6 B8 3.00 3.50 - - 3.50 LF 1.50 16.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 9.77 3.68 0.00 ($ 13.45) 0.00
#10 M1 45.00 11.67 - - 11.67 LF 4.30 2,259.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,363.87 292.07 0.00 ($ 1,655.94) 0.31#5 S1 76.00 12.92 - - 12.92 LF 1.04 1,024.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 625.28 235.29 0.00 ($ 860.57) 0.18#4 U1 20.00 8.33 - - 8.33 LF 0.67 111.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 67.78 25.51 0.00 ($ 93.28) 0.02#9 U2 2.00 17.17 - - 17.17 LF 3.40 117.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 70.64 15.13 0.00 ($ 85.77) 0.02#4 U3 8.00 7.17 - - 7.17 LF 0.67 38.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 23.20 8.73 0.00 ($ 31.94) 0.01#4 U4 10.00 7.00 - - 7.00 LF 0.67 47.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 28.70 10.80 0.00 ($ 39.50) 0.01#4 U5 22.00 5.00 - - 5.00 LF 0.67 73.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 44.58 16.77 0.00 ($ 61.35) 0.01
1.02Transition Bent 105
#10 B1 11.00 45.08 - - 45.08 LF 4.30 2,134.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,288.40 275.90 0.00 ($ 1,564.31) 0.30#10 B11 2.00 42.25 - - 42.25 LF 4.30 364.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 219.77 47.06 0.00 ($ 266.83) 0.05
#6 B2 12.00 4.33 - - 4.33 LF 1.50 78.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 47.63 17.92 0.00 ($ 65.55) 0.01#6 B3 3.00 3.25 - - 3.25 LF 1.50 15.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 9.16 3.45 0.00 ($ 12.61) 0.00#5 B4 12.00 42.25 - - 42.25 LF 1.04 529.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 323.02 121.55 0.00 ($ 444.57) 0.09#6 B8 3.00 3.50 - - 3.50 LF 1.50 16.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 9.77 3.68 0.00 ($ 13.45) 0.00#4 B9 6.00 15.83 - - 15.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01
#10 M1 45.00 11.67 - - 11.67 LF 4.30 2,259.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,363.87 292.07 0.00 ($ 1,655.94) 0.31#5 S1 76.00 12.92 - - 12.92 LF 1.04 1,024.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 625.28 235.29 0.00 ($ 860.57) 0.18#4 U1 20.00 8.33 - - 8.33 LF 0.67 111.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 67.78 25.51 0.00 ($ 93.28) 0.02#9 U2 2.00 17.17 - - 17.17 LF 3.40 117.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 70.64 15.13 0.00 ($ 85.77) 0.02#4 U3 8.00 7.17 - - 7.17 LF 0.67 38.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 23.20 8.73 0.00 ($ 31.94) 0.01#4 U4 10.00 7.00 - - 7.00 LF 0.67 47.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 28.70 10.80 0.00 ($ 39.50) 0.01#4 U5 24.00 5.00 - - 5.00 LF 0.67 80.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 48.85 18.38 0.00 ($ 67.23) 0.01
1.02Transition Bent 106
#10 B1 11.00 44.83 - - 44.83 LF 4.30 2,122.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,281.16 274.35 0.00 ($ 1,555.51) 0.29#10 B10 2.00 42.08 - - 42.08 LF 4.30 362.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 218.56 46.80 0.00 ($ 265.36) 0.05
#6 B2 12.00 4.33 - - 4.33 LF 1.50 78.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 47.63 17.92 0.00 ($ 65.55) 0.01#6 B3 6.00 3.25 - - 3.25 LF 1.50 29.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 17.71 6.66 0.00 ($ 24.37) 0.01#5 B4 12.00 42.08 - - 42.08 LF 1.04 527.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 321.80 121.09 0.00 ($ 442.89) 0.09#4 B9 6.00 15.83 - - 15.83 LF 0.67 63.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 38.47 14.48 0.00 ($ 52.95) 0.01
#10 M1 45.00 11.67 - - 11.67 LF 4.30 2,259.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 1,363.87 292.07 0.00 ($ 1,655.94) 0.31#5 S1 76.00 12.92 - - 12.92 LF 1.04 1,024.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 625.28 235.29 0.00 ($ 860.57) 0.18#4 U1 20.00 8.33 - - 8.33 LF 0.67 111.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 67.78 25.51 0.00 ($ 93.28) 0.02#9 U2 2.00 17.17 - - 17.17 LF 3.40 117.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 70.64 15.13 0.00 ($ 85.77) 0.02#4 U3 8.00 7.17 - - 7.17 LF 0.67 38.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 23.20 8.73 0.00 ($ 31.94) 0.01#4 U4 10.00 7.00 - - 7.00 LF 0.67 47.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 28.70 10.80 0.00 ($ 39.50) 0.01#4 U5 24.00 5.00 - - 5.00 LF 0.67 80.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 48.85 18.38 0.00 ($ 67.23) 0.01
1.02End Bent 2
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E#9 B1 12.00 29.50 - - 29.50 LF 3.40 1,204.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 726.92 155.67 0.00 ($ 882.58) 0.17#4 B2 16.00 25.08 - - 25.08 LF 0.67 268.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 163.65 61.58 0.00 ($ 225.23) 0.05#4 B3 12.00 4.50 - - 4.50 LF 0.67 36.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 21.98 8.27 0.00 ($ 30.25) 0.01#5 B4 4.00 47.75 - - 47.75 LF 1.04 199.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 121.51 45.73 0.00 ($ 167.24) 0.03#6 B5 12.00 7.00 - - 7.00 LF 1.50 126.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 76.94 28.95 0.00 ($ 105.89) 0.02#4 B6 6.00 18.58 - - 18.58 LF 0.67 74.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 45.19 17.00 0.00 ($ 62.19) 0.01#9 B7 12.00 28.25 - - 28.25 LF 3.40 1,153.00 LB 4 Rodm 3.60 1,207.50 $258.58 0.00 696.12 149.07 0.00 ($ 845.20) 0.16#4 H1 12.00 9.17 - - 9.17 LF 0.67 73.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 44.58 16.77 0.00 ($ 61.35) 0.01#4 K1 6.00 3.00 - - 3.00 LF 0.67 12.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 7.33 2.76 0.00 ($ 10.08) 0.00#4 K2 6.00 2.67 - - 2.67 LF 0.67 11.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 6.72 2.53 0.00 ($ 9.24) 0.00#5 S1 38.00 9.25 - - 9.25 LF 1.04 367.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 224.10 84.33 0.00 ($ 308.43) 0.06#5 S2 38.00 5.42 - - 5.42 LF 1.04 215.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 131.28 49.40 0.00 ($ 180.69) 0.04#4 U1 20.00 8.33 - - 8.33 LF 0.67 111.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 67.78 25.51 0.00 ($ 93.28) 0.02#4 U2 14.00 7.50 - - 7.50 LF 0.67 70.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 42.74 16.08 0.00 ($ 58.83) 0.01#4 V1 26.00 4.92 - - 4.92 LF 0.67 85.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 51.90 19.53 0.00 ($ 71.43) 0.01#4 V2 8.00 5.67 - - 5.67 LF 0.67 30.00 LB 4 Rodm 2.90 1,221.25 $459.55 0.00 18.32 6.89 0.00 ($ 25.21) 0.01
0.62ESTIMATE SUBTOTAL $192,982.27 $54,581.03
Specific Div Substructure Cast-in-Place Concrete03 3113.35 End Bent 1
Lower Part - Wingwall 2.00 16.00 1.00 4.00 128.00 CF 1/27 4.74 CY C16 215.00 166.38 $8.59 $0.26 $788.76 $40.72 $1.23 $830.72 0.02Upper Part 1 - Wingwall 2.00 12.00 1.00 2.91 69.84 CF 1/27 2.59 CY C16 215.00 166.38 $8.59 $0.26 $430.37 $22.22 $0.67 $453.26 0.01Upper Part 2 - Wingwall 2.00 3.54 1.00 2.91 20.60 CF 1/27 0.76 CY C16 215.00 166.38 $8.59 $0.26 $126.96 $6.55 $0.20 $133.71 0.00
Cap - Part 1 1.00 45.04 5.00 4.00 900.80 CF 1/27 33.36 CY C16 215.00 166.38 $8.59 $0.26 $5,550.93 $286.59 $8.67 $5,846.19 0.16Cap - Part 2 2.00 3.54 1.00 4.00 28.32 CF 1/27 1.05 CY C16 215.00 166.38 $8.59 $0.26 $174.51 $9.01 $0.27 $183.80 0.00
Transition Bents 1 & 2Cap 2.00 42.58 5.00 5.00 2,129.00 CF 1/27 78.85 CY C16 215.00 166.38 $8.59 $0.26 $13,119.37 $677.34 $20.50 $13,817.21 0.37
Pile Void (Cylinder) 2.00 0.00 0.00 8.00 37.70 CF 1/27 1.40 CY C16 215.00 166.38 $8.59 $0.26 $232.32 $11.99 $0.36 $244.67 0.010.75
Transition Bent 3Cap 1.00 42.58 5.00 5.00 1,064.50 CF 1/27 39.43 CY C16 215.00 166.38 $8.59 $0.26 $6,559.69 $338.67 $10.25 $6,908.61 0.18
Pile Void (Cylinder) 1.00 0.00 0.00 8.00 37.70 CF 1/27 1.40 CY C16 215.00 166.38 $8.59 $0.26 $232.32 $11.99 $0.36 $244.67 0.010.19
Bent Type 1Cap 1.00 43.00 6.50 5.50 1,537.25 CF 1/27 56.94 CY C16 215.00 166.38 $8.59 $0.26 $9,472.88 $489.07 $14.80 $9,976.75 0.26
Pile Void (Cylinder) 1.00 0.00 0.00 8.00 548.91 CF 1/27 20.33 CY C16 215.00 166.38 $8.59 $0.26 $3,382.51 $174.63 $5.29 $3,562.43 0.091.44
Bent Type 1T Cap- Part 1 1.00 43.17 6.50 5.50 1,543.33 CF 1/27 57.16 CY C16 215.00 166.38 $8.59 $0.26 $9,510.33 $491.01 $14.86 $10,016.20 0.27Cap- Part 2 1.00 43.17 3.25 2.67 374.61 CF 1/27 13.87 CY C16 215.00 166.38 $8.59 $0.26 $2,308.42 $119.18 $3.61 $2,431.20 0.06
Pile Void (Cylinder) 1.00 0.00 0.00 8.00 548.91 CF 1/27 20.33 CY C16 215.00 166.38 $8.59 $0.26 $3,382.51 $174.63 $5.29 $3,562.43 0.090.42
Bent Type 2Cap 1.00 43.00 6.50 5.50 1,537.25 CF 1/27 56.94 CY C16 215.00 166.38 $8.59 $0.26 $9,472.88 $489.07 $14.80 $9,976.75 0.26
Pile Void (Cylinder) 1.00 0.00 0.00 8.00 606.42 CF 1/27 22.46 CY C16 215.00 166.38 $8.59 $0.26 $3,736.89 $192.93 $5.84 $3,935.67 0.100.74
Bent Type 3Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 653.13 CF 1/27 24.19 CY C16 215.00 166.38 $8.59 $0.26 $4,024.73 $207.79 $6.29 $4,238.81 0.112.60
Bent Type 3Cap 1.00 42.00 7.08 5.50 1,635.48 CF 1/27 60.57 CY C16 215.00 166.38 $8.59 $0.26 $10,078.19 $520.32 $15.75 $10,614.27 0.28
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 654.21 CF 1/27 24.23 CY C16 215.00 166.38 $8.59 $0.26 $4,031.39 $208.14 $6.30 $4,245.82 0.110.39
Bent Type 4Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) 1.00 0.00 0.00 0.00 553.23 CF 1/27 20.49 CY C16 215.00 166.38 $8.59 $0.26 $3,409.13 $176.01 $5.33 $3,590.46 0.101.42
Bent Type 5Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 593.73 CF 1/27 21.99 CY C16 215.00 166.38 $8.59 $0.26 $3,658.70 $188.89 $5.72 $3,853.31 0.10
Bent Type 5TCap 1.00 42.00 6.50 5.67 1,547.91 CF 1/27 57.33 CY C16 215.00 166.38 $8.59 $0.26 $9,538.57 $492.46 $14.91 $10,045.94 0.27
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 946.89 CF 1/27 35.07 CY C16 215.00 166.38 $8.59 $0.26 $5,834.95 $301.25 $9.12 $6,145.32 0.160.43
Bent Type 6Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L EPile Void (Cylinder) 1.00 0.00 0.00 0.00 493.83 CF 1/27 18.29 CY C16 215.00 166.38 $8.59 $0.26 $3,043.09 $157.11 $4.76 $3,204.96 0.09
Bent Type 7 Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 604.53 CF 1/27 22.39 CY C16 215.00 166.38 $8.59 $0.26 $3,725.25 $192.33 $5.82 $3,923.40 0.100.36
Bent Type 8Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 580.23 CF 1/27 21.49 CY C16 215.00 166.38 $8.59 $0.26 $3,575.51 $184.60 $5.59 $3,765.69 0.101.43
Bent Type 9Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) 1.00 0.00 0.00 0.00 493.83 CF 1/27 18.29 CY C16 215.00 166.38 $8.59 $0.26 $3,043.09 $157.11 $4.76 $3,204.96 0.090.69
Bent Type 10Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 577.53 CF 1/27 21.39 CY C16 215.00 166.38 $8.59 $0.26 $3,558.87 $183.74 $5.56 $3,748.17 0.100.36
Bent Type 11Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 574.83 CF 1/27 21.29 CY C16 215.00 166.38 $8.59 $0.26 $3,542.23 $182.88 $5.54 $3,730.65 0.102.15
Bent Type 12Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) 1.00 0.00 0.00 0.00 488.43 CF 1/27 18.09 CY C16 215.00 166.38 $8.59 $0.26 $3,009.81 $155.39 $4.70 $3,169.91 0.081.03
Bent Type 13Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 591.03 CF 1/27 21.89 CY C16 215.00 166.38 $8.59 $0.26 $3,642.06 $188.04 $5.69 $3,835.78 0.10
Bent Type 14Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 577.53 CF 1/27 21.39 CY C16 215.00 166.38 $8.59 $0.26 $3,558.87 $183.74 $5.56 $3,748.17 0.100.36
Bent Type 15Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 488.43 CF 1/27 18.09 CY C16 215.00 166.38 $8.59 $0.26 $3,009.81 $155.39 $4.70 $3,169.91 0.080.34
Bent Type 16Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 593.73 CF 1/27 21.99 CY C16 215.00 166.38 $8.59 $0.26 $3,658.70 $188.89 $5.72 $3,853.31 0.100.36
Bent Type 17Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) & Shear Key 1.00 0.00 0.00 0.00 572.13 CF 1/27 21.19 CY C16 215.00 166.38 $8.59 $0.26 $3,525.59 $182.02 $5.51 $3,713.12 0.10
Bent Type 18Cap 1.00 42.00 6.50 5.50 1,501.50 CF 1/27 55.61 CY C16 215.00 166.38 $8.59 $0.26 $9,252.58 $477.70 $14.46 $9,744.74 0.26
Pile Void (Cylinder) 1.00 0.00 0.00 0.00 477.63 CF 1/27 17.69 CY C16 215.00 166.38 $8.59 $0.26 $2,943.26 $151.96 $4.60 $3,099.82 0.080.68
Bent Type 19Cap 1.00 43.00 6.50 5.50 1,537.25 CF 1/27 56.94 CY C16 215.00 166.38 $8.59 $0.26 $9,472.88 $489.07 $14.80 $9,976.75 0.26
Pile Void (Cylinder) 1.00 0.00 0.00 0.00 487.62 CF 1/27 18.06 CY C16 215.00 166.38 $8.59 $0.26 $3,004.82 $155.14 $4.70 $3,164.65 0.080.35
Bent Type 20Cap 1.00 43.00 6.50 5.50 1,537.25 CF 1/27 56.94 CY C16 215.00 166.38 $8.59 $0.26 $9,472.88 $489.07 $14.80 $9,976.75 0.26
Pile Void (Cylinder) 1.00 0.00 0.00 0.00 344.52 CF 1/27 12.76 CY C16 215.00 166.38 $8.59 $0.26 $2,123.01 $109.61 $3.32 $2,235.93 0.060.32
Bent Type 20TFooting 1.00 13.00 18.00 5.00 1,170.00 CF 1/27 43.33 CY C16 215.00 166.38 $8.59 $0.26 $7,209.80 $372.23 $11.27 $7,593.30 0.20Column 1.00 0.00 0.00 0.00 140.40 CF 1/27 5.20 CY C16 215.00 166.38 $8.59 $0.26 $865.18 $44.67 $1.35 $911.20 0.02
0.23Bent Type 20T
Cap- Part 1 1.00 43.17 6.50 5.50 1,543.33 CF 1/27 57.16 CY C16 215.00 166.38 $8.59 $0.26 $9,510.33 $491.01 $14.86 $10,016.20 0.27Cap- Part 2 1.00 43.17 3.25 2.67 374.61 CF 1/27 13.87 CY C16 215.00 166.38 $8.59 $0.26 $2,308.42 $119.18 $3.61 $2,431.20 0.06
Pile Void (Cylinder) 1.00 0.00 0.00 8.00 548.91 CF 1/27 20.33 CY C16 215.00 166.38 $8.59 $0.26 $3,382.51 $174.63 $5.29 $3,562.43 0.090.16
Bent 102Cap 1.00 42.79 5.00 5.00 1,069.79 CF 1/27 39.62 CY C16 215.00 166.38 $8.59 $0.26 $6,592.29 $340.35 $10.30 $6,942.95 0.18
Pile Void (Cylinder) 1.00 0.00 0.00 8.00 45.36 CF 1/27 1.68 CY C16 215.00 166.38 $8.59 $0.26 $279.52 $14.43 $0.44 $294.39 0.01
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E0.19
Bent 103Cap 1.00 42.79 5.00 5.00 1,069.79 CF 1/27 39.62 CY C16 215.00 166.38 $8.59 $0.26 $6,592.29 $340.35 $10.30 $6,942.95 0.18
Pile Void (Cylinder) 1.00 0.00 0.00 8.00 66.96 CF 1/27 2.48 CY C16 215.00 166.38 $8.59 $0.26 $412.62 $21.30 $0.64 $434.57 0.010.20
Bent 104Cap 1.00 42.79 5.00 5.00 1,069.79 CF 1/27 39.62 CY C16 215.00 166.38 $8.59 $0.26 $6,592.29 $340.35 $10.30 $6,942.95 0.18
Pile Void (Cylinder) 1.00 0.00 0.00 8.00 66.96 CF 1/27 2.48 CY C16 215.00 166.38 $8.59 $0.26 $412.62 $21.30 $0.64 $434.57 0.010.20
Bent 105Cap 1.00 42.79 5.00 5.00 1,069.79 CF 1/27 39.62 CY C16 215.00 166.38 $8.59 $0.26 $6,592.29 $340.35 $10.30 $6,942.95 0.18
Pile Void (Cylinder) 1.00 0.00 0.00 8.00 91.26 CF 1/27 3.38 CY C16 215.00 166.38 $8.59 $0.26 $562.36 $29.03 $0.88 $592.28 0.020.20
Bent 106Cap 1.00 42.58 5.00 5.00 1,064.58 CF 1/27 39.43 CY C16 215.00 166.38 $8.59 $0.26 $6,560.20 $338.70 $10.25 $6,909.15 0.18
Pile Void (Cylinder) 1.00 0.00 0.00 8.00 90.99 CF 1/27 3.37 CY C16 215.00 166.38 $8.59 $0.26 $560.70 $28.95 $0.88 $590.53 0.020.20
End Bent 2Lower Part - Wingwall, Cap 2.00 13.00 1.00 2.50 65.00 CF 1/27 1.70 CY C16 215.00 166.38 $8.59 $0.26 $282.85 $14.60 $0.44 $297.89 0.01
Upper Part - Wingwall 2.00 3.21 1.00 3.01 19.31 CF 1/27 25.00 CY C16 215.00 166.38 $8.59 $0.26 $4,159.50 $214.75 $6.50 $4,380.75 0.122,307.74 CY 0.12
ESTIMATE SUBTOTAL 15.78
3411350.02 24" - Core Slab 12 60.00 3.00 2.00 2,160.00 SF 10 21,600.00 SF C11 4,000.00 11.81 $0.59 0.60 255,096.00 $12,744.00 $12,960.00 $280,800.00 5.4024" - Core Slab 3 60.00 3.29 2.00 592.50 SF 10 5,925.00 SF C11 4,000.00 11.81 $0.59 0.60 69,974.26 $3,495.75 $3,555.00 $77,025.01 1.4824" - Core Slab 1 60.00 3.50 2.00 210.00 SF 6 1,260.00 SF C11 4,000.00 11.81 $0.59 0.60 14,880.60 $743.40 $756.00 $16,380.00 0.32
3351630.24 Concrete Wearing Surface 1 60.00 40.00 0.25 2,400.00 SF 10 24,000.00 SF 1 Cefi 650.00 0.37 $0.38 0.60 8,880.00 $9,120.00 $14,400.00 $32,400.00 36.92
3413310.13 45" FIB Prestressed Girder 4 97.25 48" 3.75 4.00 EA 21 84.00 EA C11 22.00 6,130.75 $107.43 104.44 514,983.00 $9,024.12 $8,772.96 $532,780.08 3.824 99.75 48" 3.75 4.00 EA 1 4.00 EA C11 22.00 6,130.75 $107.43 104.44 24,523.00 $429.72 $417.76 $25,370.48 0.18
3311370.025 72" FIB Prestressed Girder 4 137.00 48" 6.00 4.00 EA 74 296.00 EA C11 12.00 1,335.50 $196.27 191.65 395,308.00 $58,095.92 $56,728.40 $510,132.32 24.674 135.79 48" 6.00 4.00 EA 1 4.00 EA C11 12.00 1,335.50 $196.27 191.65 5,342.00 $785.08 $766.60 $6,893.68 0.33
3411620.05 5" Precast Deck Panel 3 97.25 10.00 0.42 2,917.50 SF 21 61,267.50 SF C12 1,525.00 12.92 $1.26 0.32 791,576.10 $77,197.05 $19,605.60 $888,378.75 40.183 99.75 10.00 0.42 2,992.50 SF 1 2,992.50 SF C12 1,525.00 12.92 $1.26 0.32 38,663.10 $3,770.55 $957.60 $43,391.25 1.963 137.00 10.00 0.42 4,110.00 SF 74 304,140.00 SF C12 1,525.00 12.92 $1.26 0.32 3,929,488.80 $383,216.40 $97,324.80 $4,410,030.00 199.443 135.79 10.00 0.42 4,073.76 SF 1 4,073.76 SF C12 1,525.00 12.92 $1.26 0.32 52,632.98 $5,132.94 $1,303.60 $59,069.52 2.67
032111501350 Reinforcing steel misc accessories - over 500 tons 3,316,691.00 LBS 2,000.00 1,658.35 TONS $1,225.82 $820.78 $2,032,833.08 $1,361,136.82 $3,393,969.90032111502700 #4 - #7 Reinforcing rebar (Average cost) 3,316,691.00 LBS 2,000.00 1,658.35 TONS $1,221.25 $830.73 $2,025,254.44 $1,377,637.36 $3,402,891.80
033113350300 Class A-A Concrete (4000 psi) 18,839.80 CY $152.22 $2,867,794.36 $2,867,794.36
ESTIMATE SUBTOTAL $6,101,347.84 $563,754.93 $217,548.32 $21,966,431.21ESTIMATE SECTION TOTAL $6,319,854.12 $624,597.42 $231,074.32
DIVISION 5 - METALSAdvancing Rail System Components
0 512 Substrcutre of Rail
0 5122375.4700 W21x68 2.00 10.00 21.00 - 20.00 L.F 68.00 1,360.00 lbs E5 1,036.00 ($ 98.50) $3.00 ($ 1.80) ($ 1,970.00) ($ 60.00) ($ 36.00) ($ 2,066.00) 0.010 5122375.5300 W24x68 2.00 8.00 24.00 - 16.00 L.F 68.00 1,088.00 lbs E5 1,036.00 ($ 98.50) $2.80 ($ 1.68) ($ 1,576.00) ($ 44.80) ($ 26.88) ($ 1,647.68) 0.020 5122375.4700 W21x68 2.00 14.50 21.00 - 29.00 L.F 68.00 1,972.00 lbs E5 1,036.00 ($ 98.50) $3.00 ($ 1.80) ($ 2,856.50) ($ 87.00) ($ 52.20) ($ 2,995.70) 0.030 5122375.5300 W24x68 2.00 8.00 24.00 - 16.00 L.F 68.00 1,088.00 lbs E5 1,036.00 ($ 98.50) $2.80 ($ 1.68) ($ 1,576.00) ($ 44.80) ($ 26.88) ($ 1,647.68) 0.02
SubTotals : 81.00 L.F 5,508.00 lbs ($ 7,978.50) ($ 236.60) ($ 141.96) ($ 8,357.06) 0.07
0 512 Superstructure
0 5122375.7300 W36x135 6.00 45.00 36.00 - 270.00 L.F 135.00 36,450.00 lbs E5 1,170.00 ($ 196.00) $2.65 ($ 1.59) ($ 52,920.00) ($ 715.50) ($ 429.30) ($ 54,064.80) 0.23W36x135 5.00 4.50 36.00 - 22.50 L.F 135.00 3,037.50 lbs E5 1,170.00 ($ 196.00) $2.65 ($ 1.59) ($ 4,410.00) ($ 59.63) ($ 35.78) ($ 4,505.40) 0.02
SubTotals : 292.50 L.F 39,487.50 lbs ($ 57,330.00) ($ 775.13) ($ 465.08) ($ 58,570.20) 0.25
Bracing of Rail Members
0.5122365
1/2" Thick Steel Plate 4.00 10.75 - 0.50 21.50 S.F - 21.50 S.F E18 480.00 ($ 16.15) $3.59 ($ 3.18) ($ 347.23) ($ 77.19) ($ 68.37) ($ 492.78) 0.04
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E
0.51223651/2" Thick Steel Plate 3.00 12.33 - 0.50 18.50 S.F - 18.50 S.F E18 480.00 ($ 16.15) $3.59 ($ 3.18) ($ 298.69) ($ 66.40) ($ 58.81) ($ 423.91) 0.041/2" Thick Steel Plate 1.00 8.42 - 0.50 4.21 S.F - 4.21 S.F E18 480.00 ($ 16.15) $3.59 ($ 3.18) ($ 67.96) ($ 15.11) ($ 13.38) ($ 96.45) 0.01
SubTotals : 8.00 44.20 S.F 44.20 S.F ($ 713.88) ($ 143.58) ($ 140.57) ($ 1,013.13) 0.09
0 505 Bolts
0 5052325.0600 High Strength, 1 1/4" diameter, 4" L 40.00 0.33 - 0.104 40.00 Ea. - 40.00 Ea. 1 Sswk 80.00 ($ 12.30) $4.28 - ($ 492.00) ($ 171.20) - ($ 663.20) 0.50
SubTotals : 40.00 40.00 Ea. 40.00 Ea. ($ 492.00) ($ 171.20) - ($ 663.20) 0.50
0 505 Bolts For Rail Track
Track Bolts 68.00 - - - 68.00 Ea. - 68.00 Ea. - - ($ 3.64) - - ($ 247.52) - - ($ 247.52) -
SubTotals : 68.00 68.00 Ea. 68.00 lbs ($ 247.52) - - ($ 247.52) -
0 553 Metal Grating
0 553131.0113 Aluminum 1 1/4" x 1/8" bar grating 1.00 45.00 - 4.00 180.00 Ea. - 180.00 Ea. E4 800.00 ($ 21.50) $1.73 ($ 0.19) ($ 3,870.00) ($ 311.40) ($ 34.20) ($ 4,215.60) 0.23
SubTotals : 1.00 180.00 Ea. 180.00 Ea. ($ 3,870.00) ($ 311.40) ($ 34.20) ($ 4,215.60) 0.23
Section Total: ($ 70,631.90) ($ 1,637.91) ($ 781.80) ($ 73,051.61) 1.14
The following section above represents 1-section of the advancing rail system. The section below will account for the rest of the sections of the advancing rail system. In total there will be 70 sections at 45 feet each section, totaling 3150 L.F per rail. There will be 3150 L.F of rail on the north and southern section per rail system.
ADAVANCING RAIL SYSTEM SUBTOTAL 140.00 $9,888,465.78 $229,306.99 $109,452.08 $10,227,224.85
Advancing Rail System Platforms
0 512 Rail System Install Platform
0 5122375.6700
W33x118 8.00 95.00 33.00 - 760.00 L.F - 760.00 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 129,960.00) ($ 2,006.40) ($ 1,200.80) ($ 133,167.20) 0.65W33x118 2.00 45.00 33.00 - 90.00 L.F - 90.00 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 15,390.00) ($ 237.60) ($ 142.20) ($ 15,769.80) 0.08W33x118 20.00 5.00 33.00 100.00 L.F - 100.00 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 17,100.00) ($ 264.00) ($ 158.00) ($ 17,522.00) 0.09W33x118 2.00 17.67 33.00 - 35.34 L.F - 35.34 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 6,043.14) ($ 93.30) ($ 55.84) ($ 6,192.27) 0.03W33x118 3.00 60.00 33.00 - 180.00 L.F - 180.00 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 30,780.00) ($ 475.20) ($ 284.40) ($ 31,539.60) 0.15
0 5122375.4100
21x44 2.00 95.00 21.00 - 190.00 L.F - 190.00 L.F E5 1,064.00 ($ 64.00) $2.92 ($ 1.75) ($ 12,160.00) ($ 554.80) ($ 332.50) ($ 13,047.30) 0.1821x44 6.00 29.67 21.00 - 178.02 L.F - 178.02 L.F E5 1,064.00 ($ 64.00) $2.92 ($ 1.75) ($ 11,393.28) ($ 519.82) ($ 311.54) ($ 12,224.63) 0.1721x44 18.00 13.67 21.00 - 246.06 L.F - 246.06 L.F E5 1,064.00 ($ 64.00) $2.92 ($ 1.75) ($ 15,747.84) ($ 718.50) ($ 430.61) ($ 16,896.94) 0.2321x44 2.00 34.00 21.00 - 68.00 L.F - 68.00 L.F E5 1,064.00 ($ 64.00) $2.92 ($ 1.75) ($ 4,352.00) ($ 198.56) ($ 119.00) ($ 4,669.56) 0.06
SubTotals : 63.00 395.01 1,847.42 L.F 1,847.42 L.F ($ 242,926.26) ($ 5,068.17) ($ 3,034.88) ($ 251,029.31) 1.63
0 505 Bolts
0 5052325.0600 High Strength, 1 1/4" diameter, 4" L 60.00 0.33 - 0.104 60.00 Ea. - 60.00 Ea. 1 Sswk 80.00 ($ 12.30) $4.28 - ($ 738.00) ($ 256.80) - ($ 994.80) 0.75
SubTotals : 60.00 60.00 Ea. 60.00 Ea. ($ 738.00) ($ 256.80) - ($ 994.80) 0.75
0 553 Metal Grating
0 553131.0113Aluminum 1 1/4" x 1/8" bar grating 1.00 90.00 - 45.00 4,050.00 S.F - 4,050.00 S.F E4 800.00 ($ 21.50) $1.73 ($ 0.19) ($ 87,075.00) ($ 7,006.50) ($ 769.50) ($ 94,851.00) 5.06Aluminum 1 1/4" x 1/8" bar grating 1.00 43.00 15.00 645.00 S.F 645.00 S.F E4 800.00 ($ 21.50) $1.73 ($ 0.19) ($ 13,867.50) ($ 1,115.85) ($ 122.55) ($ 15,105.90) 0.81Aluminum 1 1/4" x 1/8" bar grating 1.00 46.83 13.83 647.66 S.F 647.66 S.F E4 800.00 ($ 21.50) $1.73 ($ 0.19) ($ 13,924.67) ($ 1,120.45) ($ 123.06) ($ 15,168.17) 0.81
SubTotals : 1.00 4,050.00 S.F 4,050.00 S.F ($ 87,075.00) ($ 7,006.50) ($ 769.50) ($ 94,851.00) 5.06
Section Total: ($ 330,739.26) ($ 12,331.47) ($ 3,804.38) ($ 346,875.11)
Rail System Install Material Platform
0 512 Steel Members for platform
0 5122375.6700W33x118 8.00 90.67 33.00 - 725.36 S.F - 725.36 S.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 124,036.56) ($ 1,914.95) ($ 1,146.07) ($ 127,097.58) 0.62W33x118 2.00 30.00 33.00 - 60.00 S.F - 60.00 S.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 10,260.00) ($ 158.40) ($ 94.80) ($ 10,513.20) 0.05W33x118 20.00 3.75 33.00 - 75.00 S.F - 75.00 S.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 12,825.00) ($ 198.00) ($ 118.50) ($ 13,141.50) 0.06
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E
SubTotals : 30.00 124.42 860.36 S.F 860.36 S.F ($ 147,121.56) ($ 2,271.35) ($ 1,359.37) ($ 150,752.28) 0.73
0 505 Bolts
0 5052325.0600 High Strength, 1 1/4" diameter, 4" L 36.00 0.33 - 0.104 36.00 Ea. - 36.00 Ea. 1 Sswk 80.00 ($ 12.30) $4.28 - ($ 442.80) ($ 154.08) - ($ 596.88) 0.45
SubTotals : 36.00 36.00 Ea. 36.00 Ea. ($ 442.80) ($ 154.08) - ($ 596.88) 0.45
0 553 Metal Grating
0 553131.0113 Aluminum 1 1/4" x 1/8" bar grating 1.00 90.67 - 30.00 2,720.10 S.F - 2,720.10 S.F E4 800.00 ($ 21.50) $1.73 ($ 0.19) ($ 58,482.15) ($ 4,705.77) ($ 516.82) ($ 63,704.74) 3.40
SubTotals : 1.00 2,720.10 S.F 2,720.10 S.F ($ 58,482.15) ($ 4,705.77) ($ 516.82) ($ 63,704.74) 3.40
Section Total: ($ 206,046.51) ($ 7,131.20) ($ 1,876.19) ($ 215,053.90)
Pile Installation Crane Platform
0 512 Steel members for platform
0 5122375.6700
W33x118 8.00 94.50 33.00 - 756.00 L.F - 756.00 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 129,276.00) ($ 1,995.84) ($ 1,194.48) ($ 132,466.32) 0.64W33x118 4.00 73.16 33.00 - 292.64 L.F - 292.64 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 50,041.44) ($ 772.57) ($ 462.37) ($ 51,276.38) 0.25W33x118 3.00 37.50 33.00 - 112.50 L.F - 112.50 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 19,237.50) ($ 297.00) ($ 177.75) ($ 19,712.25) 0.10W33x118 42.00 3.13 33.00 - 131.25 L.F - 131.25 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 22,443.75) ($ 346.50) ($ 207.38) ($ 22,997.63) 0.11
SubTotals : 57.00 208.29 1,292.39 L.F 1,292.39 L.F ($ 220,998.69) ($ 3,411.91) ($ 2,041.98) ($ 226,452.58) 1.10
0 505 Bolts
0 5052325.0600 High Strength, 1 1/4" diameter, 4" L 64.00 0.33 - 0.104 64.00 Ea. - 64.00 Ea. 1 Sswk 80.00 ($ 12.30) $4.28 - ($ 787.20) ($ 273.92) - ($ 1,061.12) 0.80
SubTotals : 64.00 64.00 Ea. 64.00 Ea. ($ 787.20) ($ 273.92) - ($ 1,061.12) 0.80
0 553 Metal Grating
0 553131.0113 Aluminum 1 1/4" x 1/8" bar grating 1.00 94.50 - 37.50 3,543.75 S.F - 3,543.75 S.F E4 800.00 ($ 21.50) $1.73 ($ 0.19) ($ 76,190.63) ($ 6,130.69) ($ 673.31) ($ 82,994.63) 4.43
SubTotals : 1.00 3,543.75 S.F 3,543.75 S.F ($ 76,190.63) ($ 6,130.69) ($ 673.31) ($ 82,994.63) 4.43
Section Total: ($ 297,976.52) ($ 9,816.52) ($ 2,715.29) ($ 310,508.32)
Pile Installation A-Frame Platform
0 512 Steel members for platform
0 5122375.6700
W33x118 9.00 74.00 33.00 666.00 L.F - 666.00 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 113,886.00) ($ 1,758.24) ($ 1,052.28) ($ 116,696.52) 0.57W33x118 4.00 46.00 33.00 184.00 L.F - 184.00 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 31,464.00) ($ 485.76) ($ 290.72) ($ 32,240.48) 0.16W33x118 2.00 16.79 33.00 33.58 L.F - 33.58 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 5,742.18) ($ 88.65) ($ 53.06) ($ 5,883.89) 0.03W33x118 54.00 13.25 33.00 715.50 L.F - 715.50 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 122,350.50) ($ 1,888.92) ($ 1,130.49) ($ 125,369.91) 0.61
SubTotals : 69.00 150.04 1,599.08 L.F 1,599.08 L.F ($ 273,442.68) ($ 4,221.57) ($ 2,526.55) ($ 480,509.00) 1.37
0 505 Bolts
0 5052325.0600 High Strength, 1 1/4" diameter, 4" L 36.00 0.33 - 0.104 36.00 Ea. - 36.00 Ea. 1 Sswk 80.00 ($ 12.30) $4.28 - ($ 442.80) ($ 154.08) - ($ 596.88) 0.45
SubTotals : 36.00 36.00 Ea. 36.00 Ea. ($ 442.80) ($ 154.08) - ($ 596.88) 0.45
0 553 Metal Grating
0 553131.0113 Aluminum 1 1/4" x 1/8" bar grating 1.00 74.00 - 46.00 3,404.00 S.F - 3,404.00 S.F E4 800.00 ($ 21.50) $1.73 ($ 0.19) ($ 73,186.00) ($ 5,888.92) ($ 646.76) ($ 79,721.68) 4.26
SubTotals : 1.00 3,404.00 S.F 3,404.00 S.F ($ 73,186.00) ($ 5,888.92) ($ 646.76) ($ 79,721.68) 4.26
Section Total: ($ 347,071.48) ($ 10,264.57) ($ 3,173.31) ($ 560,827.56)
Rail System Removal Platform
0 512 Steel members for platform
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E
0 5122375.6700W33x118 8.00 90.25 33.00 - 722.00 L.F - 760.00 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 123,462.00) ($ 1,906.08) ($ 1,140.76) ($ 126,508.84) 0.65W33x118 4.00 60.00 33.00 - 240.00 L.F - 90.00 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 41,040.00) ($ 633.60) ($ 379.20) ($ 42,052.80) 0.08W33x118 20.00 5.00 33.00 100.00 L.F - 100.00 L.F E5 1,176.00 ($ 171.00) $2.64 ($ 1.58) ($ 17,100.00) ($ 264.00) ($ 158.00) ($ 17,522.00) 0.09
SubTotals : 32.00 155.25 1,062.00 S.F 1,062.00 S.F ($ 181,602.00) ($ 2,803.68) ($ 1,677.96) ($ 186,083.64) 0.81
0 505 Bolts
0 5052325.0600 High Strength, 1 1/4" diameter, 4" L 36.00 0.33 - 0.104 36.00 Ea. - 36.00 Ea. 1 Sswk 80.00 ($ 12.30) $4.28 - ($ 442.80) ($ 154.08) - ($ 596.88) 0.45
SubTotals : 36.00 36.00 Ea. 36.00 Ea. ($ 442.80) ($ 154.08) - ($ 596.88) 0.45
0 553 Metal Grating
0 553131.0113 Aluminum 1 1/4" x 1/8" bar grating 1.00 90.25 - 60.00 5,415.00 S.F - 5,415.00 S.F E4 800.00 ($ 21.50) $1.73 ($ 0.19) ($ 116,422.50) ($ 9,367.95) ($ 1,028.85) ($ 126,819.30) 6.77
SubTotals : 1.00 5,415.00 S.F 5,415.00 S.F ($ 116,422.50) ($ 9,367.95) ($ 1,028.85) ($ 126,819.30) 6.77
Section Total: ($ 298,467.30) ($ 12,325.71) ($ 2,706.81) ($ 313,499.82)
3162 Foundation of Rail System
31622313.41 36" Diameter Steel Piles 140.00 50.00 3.00 - 7,000.00 L.F 59.00 413,000.00 lbs B19 355.00 99.00 $6.35 5.75 $693,000.00 $44,450.00 $40,250.00 ($ 777,700.00) 19.72
SubTotals : 7,000.00 L.F 413,000.00 lbs $693,000.00 $44,450.00 $40,250.00 ($ 777,700.00) 19.72
Rail System Total: 2.00 ($ 2,960,602.13) ($ 103,738.95) ($ 28,551.94) ($ 3,493,529.42)
A-Frame Tower
0 512 Steel Members
0 5122317.7150W12x50 Column 4.00 168.00 - - 672.00 L.F - 672.00 L.F E2 1,032.00 ($ 72.50) $2.01 ($ 1.66) ($ 48,720.00) ($ 1,350.72) ($ 1,115.52) ($ 51,186.24) 0.65W12x50 Column 2.00 36.00 - - 72.00 L.F - 72.00 L.F E2 1,032.00 ($ 72.50) $2.01 ($ 1.66) ($ 5,220.00) ($ 144.72) ($ 119.52) ($ 5,484.24) 0.07W12x50 Column 2.00 46.00 - - 92.00 L.F - 92.00 L.F E2 1,032.00 ($ 72.50) $2.01 ($ 1.66) ($ 6,670.00) ($ 184.92) ($ 152.72) ($ 7,007.64) 0.09
0 5122375.1560 W12x50 6.00 12.00 - - 72.00 L.F 72.00 L.F E2 750.00 ($ 72.50) $2.77 ($ 2.28) ($ 5,220.00) ($ 199.44) ($ 164.16) ($ 5,583.60) 0.10W12x50 12.00 14.00 - - 168.00 L.F 168.00 L.F E2 750.00 ($ 72.50) $2.77 ($ 2.28) ($ 12,180.00) ($ 465.36) ($ 383.04) ($ 13,028.40) 0.22
0 5122340.04623/4"x3/4"x1/8 Angle Bar 224.00 8.48 - - 1,899.52 L.F 1,899.52 L.F E3 160.00 ($ 0.44) $6.50 ($ 0.93) ($ 835.79) ($ 12,346.88) ($ 1,766.55) ($ 14,949.22) 11.873/4"x3/4"x1/8 Angle Bar 1.00 305.42 - - 305.42 L.F 305.42 L.F E3 160.00 ($ 0.44) $6.50 ($ 0.93) ($ 134.38) ($ 1,985.21) ($ 284.04) ($ 2,403.63) 1.91
SubTotals : $22.56 ($ 9.74) ($ 30,260.17) ($ 15,326.53) ($ 2,870.03) ($ 99,642.97) 14.26
05 05238 Elastomeric Bearing PadsEnd Bent 1 - 1" thick 14.00 2.83 0.67 - 26.55 SF 1.00 26.55 SF 2 Sswk 20.00 24.97 $42.77 0.00 662.84 1,135.35 0.00 ($ 1,798.19) 1.33
Transition Bents 1 & 2 - 1" thick 56.00 2.83 0.67 - 106.18 SF 1.00 106.18 SF 2 Sswk 20.00 24.97 $42.77 0.00 2,651.35 4,541.39 0.00 ($ 7,192.74) 5.31Transition Bent 3 - 1" thick 28.00 2.83 0.67 - 53.09 SF 1.00 53.09 SF 2 Sswk 20.00 24.97 $42.77 0.00 1,325.68 2,270.69 0.00 ($ 3,596.37) 2.65Bent Type 1 - 4 5/16" thick 32.00 2.67 1.25 - 106.80 SF 1.00 106.80 SF 2 Sswk 20.00 24.97 $42.77 0.00 2,666.80 4,567.84 0.00 ($ 7,234.63) 5.34
Bent Type 1T - 4 5/16" thick 4.00 2.67 1.25 - 13.35 SF 1.00 13.35 SF 2 Sswk 20.00 24.97 $42.77 0.00 333.35 570.98 0.00 ($ 904.33) 0.67Bent Type 1T - 1" thick 14.00 2.83 0.67 - 26.55 SF 1.00 26.55 SF 2 Sswk 20.00 24.97 $42.77 0.00 662.84 1,135.35 0.00 ($ 1,798.19) 1.33
Bent Type 2 - 3 7/16" thick 16.00 2.67 1.25 - 53.40 SF 1.00 53.40 SF 2 Sswk 20.00 24.97 $42.77 0.00 1,333.40 2,283.92 0.00 ($ 3,617.32) 2.67Bent Type 3- 4 5/16" thick 56.00 2.67 1.25 - 186.90 SF 1.00 186.90 SF 2 Sswk 20.00 24.97 $42.77 0.00 4,666.89 7,993.71 0.00 ($ 12,660.61) 9.35Bent Type 3- 4 5/16" thick 8.00 2.67 1.25 - 26.70 SF 1.00 26.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 666.70 1,141.96 0.00 ($ 1,808.66) 1.34Bent Type 4- 3 7/16" thick 32.00 2.67 1.25 - 106.80 SF 1.00 106.80 SF 2 Sswk 20.00 24.97 $42.77 0.00 2,666.80 4,567.84 0.00 ($ 7,234.63) 5.34Bent Type 5- 4 5/16" thick 248.00 2.67 1.25 - 827.70 SF 1.00 827.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 20,667.67 35,400.73 0.00 ($ 56,068.40) 41.39
Bent Type 5T- 4 5/16" thick 8.00 2.67 1.25 - 26.70 SF 1.00 26.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 666.70 1,141.96 0.00 ($ 1,808.66) 1.34Bent Type 6- 3 7/16" thick 88.00 2.67 1.25 - 293.70 SF 1.00 293.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 7,333.69 12,561.55 0.00 ($ 19,895.24) 14.69Bent Type 7- 4 5/16" thick 8.00 2.67 1.25 - 26.70 SF 1.00 26.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 666.70 1,141.96 0.00 ($ 1,808.66) 1.34Bent Type 8- 4 5/16" thick 32.00 2.67 1.25 - 106.80 SF 1.00 106.80 SF 2 Sswk 20.00 24.97 $42.77 0.00 2,666.80 4,567.84 0.00 ($ 7,234.63) 5.34Bent Type 9- 3 7/16" thick 16.00 2.67 1.25 - 53.40 SF 1.00 53.40 SF 2 Sswk 20.00 24.97 $42.77 0.00 1,333.40 2,283.92 0.00 ($ 3,617.32) 2.67
Bent Type 10 - 4 5/16" thick 8.00 2.67 1.25 - 26.70 SF 1.00 26.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 666.70 1,141.96 0.00 ($ 1,808.66) 1.34Bent Type 11- 4 5/16" thick 48.00 2.67 1.25 - 160.20 SF 1.00 160.20 SF 2 Sswk 20.00 24.97 $42.77 0.00 4,000.19 6,851.75 0.00 ($ 10,851.95) 8.01Bent Type 12- 3 7/16" thick 24.00 2.67 1.25 - 80.10 SF 1.00 80.10 SF 2 Sswk 20.00 24.97 $42.77 0.00 2,000.10 3,425.88 0.00 ($ 5,425.97) 4.01Bent Type 13 - 4 5/16" thick 24.00 2.67 1.25 - 80.10 SF 1.00 80.10 SF 2 Sswk 20.00 24.97 $42.77 0.00 2,000.10 3,425.88 0.00 ($ 5,425.97) 4.01Bent Type 14- 4 5/16" thick 8.00 2.67 1.25 - 26.70 SF 1.00 26.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 666.70 1,141.96 0.00 ($ 1,808.66) 1.34Bent Type 15 - 3 7/16" thick 8.00 2.67 1.25 - 26.70 SF 1.00 26.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 666.70 1,141.96 0.00 ($ 1,808.66) 1.34Bent Type 16- 4 5/16" thick 8.00 2.67 1.25 - 26.70 SF 1.00 26.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 666.70 1,141.96 0.00 ($ 1,808.66) 1.34Bent Type 17 - 4 5/16" thick 8.00 2.67 1.25 - 26.70 SF 1.00 26.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 666.70 1,141.96 0.00 ($ 1,808.66) 1.34Bent Type 18- 3 7/16" thick 16.00 2.67 1.25 - 53.40 SF 1.00 53.40 SF 2 Sswk 20.00 24.97 $42.77 0.00 1,333.40 2,283.92 0.00 ($ 3,617.32) 2.67
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L EBent Type 19 - 4 5/16" thick 8.00 2.67 1.25 - 26.70 SF 1.00 26.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 666.70 1,141.96 0.00 ($ 1,808.66) 1.34Bent Type 20 - 3 7/16" thick 8.00 2.67 1.25 - 26.70 SF 1.00 26.70 SF 2 Sswk 20.00 24.97 $42.77 0.00 666.70 1,141.96 0.00 ($ 1,808.66) 1.34
Bent Type 20T - 4 5/16" thick 4.00 2.67 1.25 - 13.35 SF 1.00 13.35 SF 2 Sswk 20.00 24.97 $42.77 0.00 333.35 570.98 0.00 ($ 904.33) 0.67Bent Type 20T - 2" thick 14.00 2.83 0.67 - 26.55 SF 1.00 26.55 SF 3 Sswk 20.00 24.97 $42.77 0.00 662.84 1,135.35 0.00 ($ 1,798.19) 1.33
Transition Bent 102-106 - 2" thick 140.00 2.83 0.92 - 364.50 SF 1.00 364.50 SF 4 Sswk 20.00 24.97 $42.77 0.00 9,101.66 15,589.84 0.00 ($ 24,691.50) 18.23ESTIMATE SUBTOTAL ($ 75,070.12) ($ 128,584.27) ($ 203,654.39)
DIVISION 6 - WOOD, PLASTICS, & COMPOSITES0 611 Safety Railing for Advanving Rail System
0 6111004 2x4 1.00 20,400.00 - - 13.60 M.B.F - 13.60 M.B.F 2 Carp 0.53 ($ 1,350.00) $1,200.00 ($ - ) ($ 18,360.00) ($ 16,320.00) - ($ 34,680.00) 25.66
SubTotals : 1.00 13.60 M.B.F 13.60 M.B.F ($ 18,360.00) ($ 16,320.00) - ($ 34,680.00) 25.66
DIVISION 7 - THERMAL & MOISTURE PROTECTION
Expoy Coating 15,148,440 in^2 Sqft $3,000.00 $3,000.00
7212310.03 Polystyrene Supports 8 97.25 0.33 256.74 SF 21.00 5,391.54 SF 1 Carp 600.00 $0.60 $0.42 $3,234.92 $2,264.45 $5,499.37 8.998 99.75 0.33 263.34 SF 1 263.34 SF 1 Carp 600.00 $0.60 $0.42 $158.00 $110.60 $268.61 0.448 137.00 0.33 361.68 SF 74 26,764.32 SF 1 Carp 600.00 $0.60 $0.42 $16,058.59 $11,241.01 $27,299.61 44.618 135.79 0.33 358.49 SF 1 358.49 SF 1 Carp 600.00 $0.60 $0.42 $215.09 $150.57 $365.66 0.60
SubTotals: SF 0.00 LF $22,666.61 $13,766.63 $36,433.24
DIVISION 22 - PLUMBING22-05 Plumbing
22 0523.20 6" Gate Valve (WL-1) 72.00 1.00 1.00 1.00 72 Ea 1.00 72 Ea Q2 13.00 1,508.11 $509.25 0.00 108,583.92 36,666.00 0.00 ($ 145,249.92) 5.58" Gate Valve (WL-1) 82.00 1.00 1.00 1.00 82 Ea 1.00 82 Ea Q2 3.00 1,977.48 $67.90 0.00 162,153.36 5,567.80 0.00 ($ 167,721.16) 27.36" Gate Valve (WL-2) 90.00 1.00 1.00 1.00 90 Ea 1.00 90 Ea Q2 13.00 1,508.11 $509.25 0.00 135,729.90 45,832.50 0.00 ($ 181,562.40) 6.98" Gate Valve (WL-2) 110.00 1.00 1.00 1.00 110 Ea 1.00 110 Ea Q2 3.00 1,977.48 $67.90 0.00 217,522.80 7,469.00 0.00 ($ 224,991.80) 36.76" Gate Valve (WL-2) 132.00 1.00 1.00 1.00 132 Ea 1.00 132 Ea Q2 13.00 1,508.11 $509.25 0.00 199,070.52 67,221.00 0.00 ($ 266,291.52) 10.2
22 0523.32 8"x6" Tee 74.00 1.00 1.00 1.00 74 Ea 1.00 74 Ea Q2 17.00 480.00 $67.00 0.00 35,520.00 4,958.00 0.00 ($ 40,478.00) 4.4
22 1316.60 Rock Pipe Inlet Trap 5.00 1.00 1.00 1.00 5 Ea 1.00 5 Ea Q1 1 41.50 $27.54 0.00 207.50 137.70 0.00 ($ 345.20) 5
22 1119.38 Water Meter Vault (6") 1.00 1.00 1.00 1.00 1 Ea 1.00 1 Ea Q1 15.00 6,850.00 $442.00 0.00 6,850.00 442.00 0.00 ($ 7,292.00) 0.12" Water Meter 1.00 1.00 1.00 1.00 1 Ea 1.00 1 Ea 1 Plum 6.00 495.00 $40.80 0.00 495.00 40.80 0.00 ($ 535.80) 0.2
SubTotals: 567.00 Ea 567.00 Ea $866,133.00 $168,334.80 $0.00 $1,034,467.80 96.20
DIVISION 31 - EARTHWORK31-22 Grading
31-22-13.20 Rough Grading Sites31-22-13.30-0280 75,000 to 100,000 SF
Grader 1 159,885.00 SF 0.00001 1.60 Ea. B11L 0.36 $1,382.70 3,040.45 $2,210.73 $4,861.22 ($ 7,071.95) 4.44Grader 2 159,885.00 SF 0.00001 1.60 Ea. B11L 0.36 $1,382.70 3,040.45 $2,210.73 $4,861.22 ($ 7,071.95) 4.44
31-22-16.10 Fine Grading31-22-16.10-0100 Large Area
Grader 1 159,885.00 SF 0.04 11,843.34 SY B11L 2,000.00 $0.50 0.55 2,960.83 6,513.84 ($ 9,674.00) 5.92Grader 2 159,885.00 SF 0.04 11,843.34 SY B11L 2,000.00 $0.50 0.55 2,960.83 6,513.84 ($ 9,674.00) 5.92
SubTotals: 639,540.00 SF $10,343.13 $16,236.28 ($ 33,491.91)
31-23 Excavation & Fill
31-23-16.42 Excavating, Bulk Band Measure31-23-16.42-0305 300 CY / hr
NOTE - These values are either
given on Sheet 3B-1 of the Roadway
Drawings or they are calculated based on
the givens
3,616.00 BCY 1.00 3,616.00 CY B12D 2,400.00 $0.24 1.07 $873.26 $3,867.31 ($ 4,740.58) 1.51
31-23-23.16 Fill by Borrow31-23-23.16-0035 Select Fill for shoulders & embankments
18,276.00 LCY 1.00 18,276.00 LCY B15 1,200.00 66.70 $34.75 36.10 $1,219,009.20 $635,091.00 $659,763.60 ($ 6,513,863.80) 15.23
31-23-23.20 Hauling31-23-23.20-9068 18 CY Truck, 8 Wheels, 15 min. wait, 35 mph average, 20 mile cycle
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L EFill Truck 1 NOTE - These
values are either given on Sheet 3B-1
of the Roadway Drawings or they are calculated based on
the givens
5,584.00 LCY 1.00 5,584.00 LCY B34I 162.00 $56.75 22.25 $316,892.00 $124,244.00 ($ 441,136.00) 34.47Fill Truck 2 5,584.00 LCY 1.00 5,584.00 LCY B34I 162.00 $56.75 22.25 $316,892.00 $124,244.00 ($ 441,136.00) 34.47Fill Truck 3 5,584.00 LCY 1.00 5,584.00 LCY B34I 162.00 $56.75 22.25 $316,892.00 $124,244.00 ($ 441,136.00) 34.47Fill Truck 4 5,584.00 LCY 1.00 5,584.00 LCY B34I 162.00 $56.75 22.25 $316,892.00 $124,244.00 ($ 441,136.00) 34.47Fill Truck 5 5,584.00 LCY 1.00 5,584.00 LCY B34I 162.00 $56.75 22.25 $316,892.00 $124,244.00 ($ 441,136.00) 34.47Fill Truck 6 5,584.00 LCY 1.00 5,584.00 LCY B34I 162.00 $56.75 22.25 $316,892.00 $124,244.00 ($ 441,136.00) 34.47Fill Truck 7 5,584.00 LCY 1.00 5,584.00 LCY B34I 162.00 $56.75 22.25 $316,892.00 $124,244.00 ($ 441,136.00) 34.47Fill Truck 8 5,584.00 LCY 1.00 5,584.00 LCY B34I 162.00 $56.75 22.25 $316,892.00 $124,244.00 ($ 441,136.00) 34.47
Surface Course Truck 1 4,707.00 LCY 1.00 4,707.00 LCY B34I 162.00 $10.51 7.75 $49,470.57 $36,479.25 ($ 85,949.82) 29.06
Concrete Truck 1 4,956.00 LCY 1.00 4,956.00 LCY B34I 162.00 $10.51 7.75 $52,087.56 $38,409.00 ($ 90,496.56) 30.59Concrete Truck 2 4,956.00 LCY 1.00 4,956.00 LCY B34I 162.00 $10.51 7.75 $52,087.56 $38,409.00 ($ 90,496.56) 30.59
SubTotals: $1,219,009.20 $3,324,745.95 $1,770,880.16 $10,314,635.32
31-25 Erosion and Sedimentation Controls
31 2514.16 Rolled Erosion Control Mats and Blankets312514.16-1000 Silt Fence 1.00 17,309.44 1.00 1.00 17,309 LF 1.00 17,309 LF B62 1,300 0.48 $0.54 0.15 8,308.53 9,347.10 2,596.42 ($ 20,252.04) 13
312514.16-0710 CFW - 12" - w & w/out PAM 59.00 1.00 1.00 1.00 59 Ea 10.00 590 LF A2 1,000.00 5.27 $0.67 0.21 3,109.30 395.30 123.90 ($ 3,628.50) 1Rock Silt Checks and Traps 20.00 1.00 1.00 1.00 20 Ea 10.00 200 LF A2 2.00 149.95 $25.05 0.00 29,990.00 5,010.00 0.00 ($ 35,000.00) 100
312514.16-0100 Floating Turbidity Curtain 1.00 422.60 1.00 1.00 423 LF 1.33 563 SY B1 2,500.00 0.29 $0.26 0.00 163.41 146.50 0.00 ($ 309.91) 0
SubTotals: 17,811.04 18,662.91 $41,571.24 $14,898.90 $2,720.32 $59,190.45 114.13
31-37 Riprap
31-37-13.10 Riprap & Rock Lining31-37-13.10-0370 300 lb. average
-L- STA 15+00 Fence 2.00 Ton 1.00 2.00 Ton B11A 600.00 30.78 $0.83 2.59 $61.56 $1.66 $5.18 ($ 680.40) 1.00-L- STA 20+00 Fence 2.00 Ton 1.00 2.00 Ton B11A 600.00 30.78 $0.83 2.59 $61.56 $1.66 $5.18 ($ 680.40) 1.00-L- STA 151+40 Fence 2.00 Ton 1.00 2.00 Ton B11A 600.00 30.78 $0.83 2.59 $61.56 $1.66 $5.18 ($ 680.40) 1.00
SubTotals: 6.00 Ton 6.00 Ton $184.68 $4.98 $15.54 ($ 2,041.20)
DIVISION 32 - EXTERIOR IMPROVEMENTS32-11 Base Courses
32-11-26.19 Bituminous-Stabalized Base Course32-11-26.19-1000 Macadam penetration crushed stone 4" thick
Inset No 1-A Base Course E1 288.00 62.50 18,000.00 SF 0.11 2,000.00 SY B45 6,000.00 $19.15 $1.00 $0.13 $38,300.00 $2,000.00 $260.00 $40,560.00 0.33Typ. Section 6 Base Course E1 3,164.16 32.00 101,253.12 SF 0.11 11,250.35 SY B45 6,000.00 $19.15 $1.00 $0.13 $215,444.14 $11,250.35 $1,462.55 $228,157.03 1.88Typ. Section 7 Base Course E1 315.00 20.00 6,300.00 SF 0.11 700.00 SY B45 6,000.00 $19.15 $1.00 $0.13 $13,405.00 $700.00 $91.00 $14,196.00 0.12Typ. Section 8 Base Course E1 137.92 20.00 2,758.40 SF 0.11 306.49 SY B45 6,000.00 $19.15 $1.00 $0.13 $5,869.26 $306.49 $39.84 $6,215.59 0.05
32-11-26.19-1025 5" thickTyp. Section 9 Base Course E2 3,164.32 28.00 88,600.96 SF 0.11 9,844.55 SY B45 5,000.00 $26.75 $1.60 $0.14 $263,341.74 $15,751.28 $1,378.24 $280,471.26 1.97
32-11-26.19-1075 5.5" thickTyp. Section 1 Base Course E3 1,776.31 32.00 56,841.92 SF 0.11 6,315.77 SY B45 4,500.00 $25.12 $2.39 $0.15 $158,652.11 $15,094.69 $915.79 $174,662.59 1.40Typ. Section 2 Base Course E3 1,091.90 32.00 34,940.80 SF 0.11 3,882.31 SY B45 4,500.00 $25.12 $2.39 $0.15 $97,523.66 $9,278.72 $562.94 $107,365.31 0.86Typ. Section 5 Base Course E3 375.42 29.50 11,074.89 SF 0.11 1,230.54 SY B45 4,500.00 $25.12 $2.39 $0.15 $30,911.25 $2,941.00 $178.43 $34,030.68 0.27
32-11-26.19-1100 6" ThickTyp. Section 5 Base Course J1 375.42 36.00 13,515.12 SF 0.11 1,501.68 SY B45 4,000.00 $27.15 $3.13 $0.21 $40,770.61 $4,700.26 $315.35 $45,786.22 0.38
SubTotals: 333,285.21 SF 37,031.69 SY $864,217.77 $62,022.79 $5,204.13 $931,444.69
32-12 Flexible Paving
32-12-16.13 Plant-Mix Asphalt Paving32-12-16.13-0340 1.5" thick
Inset No 1-A Surface Course C1 288.00 62.50 18,000.00 SF 0.11 2,000.00 SY B25B 7,725.00 $15.83 $5.50 $0.35 $31,660.00 $11,000.00 $700.00 $43,360.00 0.00
32-12-16.13-0420 2.5" thickTyp. Section 6 Surface Course C2 3,164.16 32.00 101,253.12 SF 0.11 11,250.35 SY B25B 5,480.00 $19.70 $5.71 $0.51 $221,631.83 $64,239.48 $5,737.68 $291,608.99 0.00Typ. Section 7 Surface Course C2 315.00 20.00 6,300.00 SF 0.11 700.00 SY B25B 5,480.00 $19.70 $5.71 $0.51 $13,790.00 $3,997.00 $357.00 $18,144.00 0.00
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L ETyp. Section 8 Surface Course C2 137.92 20.00 2,758.40 SF 0.11 306.49 SY B25B 5,480.00 $19.70 $5.71 $0.51 $6,037.83 $1,750.05 $156.31 $7,944.19 0.00
32-12-16.13-0460 3" thickTyp. Section 1 Surface Course C4 1,776.31 32.00 56,841.92 SF 0.11 6,315.77 SY B25B 4,900.00 $21.56 $5.79 $0.56 $136,167.98 $36,568.30 $3,536.83 $176,273.11 0.00Typ. Section 2 Surface Course C4 1,091.90 32.00 34,940.80 SF 0.11 3,882.31 SY B25B 4,900.00 $21.56 $5.79 $0.56 $83,702.63 $22,478.58 $2,174.09 $108,355.30 0.00Typ. Section 5 Surface Course C4 375.42 29.50 11,074.89 SF 0.11 1,230.54 SY B25B 4,900.00 $21.56 $5.79 $0.56 $26,530.51 $7,124.85 $689.10 $34,344.46 0.00Typ. Section 9 Surface Course C4 3,164.32 28.00 88,600.96 SF 0.11 9,844.55 SY B25B 4,900.00 $21.56 $5.79 $0.56 $212,248.52 $56,999.95 $5,512.95 $274,761.42 0.00
SubTotals: 319,770.09 SF 35,530.01 SY $731,769.30 $204,158.21 $18,863.96 $954,791.48
32-13 Rigid Paving
32-13-13.25 Concrete Paving32-13-13.25-0150 Fixed Form, 12' pass, 7" Thick
Concrete Apron 375.42 27.00 10,136.34 SF 0.11 1,126.26 SY B26 2,875.00 $45.19 $1.14 $12.50 $50,895.69 $1,278.31 $14,078.25 $66,252.24 0.39
32-13-13.25-0520 Welded Wire FabricConcrete Apron 375.42 27.00 10,136.34 SF 0.11 1,126.26 SY 2 Rodm 389.00 $11.50 $11.83 $12,951.99 $13,323.66 $0.00 $26,275.65
SubTotals: 20,272.68 SF 2,252.52 SY $63,847.68 $14,601.96 $14,078.25 $92,527.89
32-16 Curbs, Gutters, Sidewalks, and Driveways
32-16-13.13 Cast-in-Place Concrete Curb & Gutter32-16-13.13-0442 Wood Forms, 30" wide, straight
Survey Line -L- LT STA 20+07.01 68.99 LF 1.00 68.99 LF C2A 700.00 $12.95 $2.66 $893.42 $183.51 $1,076.93 0.10Survey Line -L- RT STA 20+07.14 68.86 LF 1.00 68.86 LF C2A 700.00 $12.95 $2.66 $891.74 $183.17 $1,074.90 0.10
Survey Line -L- RT STA 151+10.79 90.73 LF 1.00 90.73 LF C2A 700.00 $12.95 $2.66 $1,174.95 $241.34 $1,416.30 0.13
SubTotals: 228.58 SF 228.58 LF $2,960.11 $608.02 $3,568.13
32-17 Paving Specialties
32-17-23.13 Painted Pavement Markings32-17-23.13-0740 8" Wide
All roadway markings (excluding bridge deck) 10,025.03 10,025.03 LF 1.00 10,025.03 LF B79 12,000.00 $0.72 $0.12 $0.10 $7,218.02 $1,203.00 $1,002.50 $9,423.53 0.84
32-17-23.14 Pavement Parking Markings32-17-23.14-0790 Layout of pavement marking
Inset No 1-A Parking Area 288.00 288.00 LF 1.00 288.00 LF A2 25,000.00 $0.04 $0.01 $11.52 $2.88 $140.00 0.01
32-17-23.14-0800 Lines on pvmt., parking stall, paint, white, 4" wideInset No 1-A Parking Area 32.00 32.00 Unit 1.00 32.00 Unt B78B 400.00 $4.87 $1.67 $0.83 $155.84 $53.44 $26.56 $235.84 0.08
SubTotals: 10,345.03 SF 10,345.03 LF $7,373.86 $1,267.96 $1,031.94 $9,799.37
DIVISION 33 UTILITIES33-14 Water Utility Transmission and Distribution
33-14-13.15 Water Supply, Ductile Iron Pipe33-14-13.15-2040 WL-1 (6" WL, Iron) 10.00 411.00 1.00 1.00 4,110 LF 1.00 4,110 LF B21A 160.00 50.69 $6.64 2.79 208,335.90 27,290.40 11,466.90 ($ 247,093.20) 25.7
33-14-13.15-2100 12" Steel Encasement 10.00 89.00 1.00 1.00 890 LF 1.00 890 LF B21A 105.26 89.96 $10.12 4.24 80,064.40 9,006.80 3,773.60 ($ 92,844.80) 8.5
33-14-13.15-8020 <90 Degree Bends (WL-1) 20.00 1.00 1.00 1.00 20 Ea 1.00 20 Ea B20A 12.80 254.46 $64.26 0.00 5,008.00 1,285.20 0.00 ($ 6,293.20) 1.6
33-14-13.25 Water Supply, Polyvinyl Chloride Pipe33-14-13.25-4530 WL-2 (6" WL, PVC) 10.00 48.00 1.00 1.00 480 LF 1.00 480 LF B20A 316.00 4.97 $2.61 0.00 4,023.00 1,252.80 0.00 ($ 5,275.80) 1.5
33-14-13.25-4540 WL-2 (8" WL, PVC) 10.00 530.00 1.00 1.00 5,300 LF 1.00 5,300 LF B20A 264.00 8.55 $3.12 0.00 45,315.00 16,536.00 0.00 ($ 61,851.00) 20.1
33-14-13.25-8040 90 Degree Bend (WL-2) 20.00 1.00 1.00 1.00 20 Ea 1.00 20 Ea B20 80.00 138.17 $6.71 0.00 2,076.00 134.20 0.00 ($ 2,210.20) 0.3
33-14-13.25-8220 45 Degree Bend (WL-2-6" PVC) 20.00 1.00 1.00 1.00 20 Ea 1.00 20 Ea B20 90.00 76.54 $5.96 0.00 1,053.00 119.20 0.00 ($ 1,172.20) 0.2
33-14-13.25-8240 45 Degree Bend (WL-2-8" PVC) 20.00 1.00 1.00 1.00 20 Ea 1.00 20 Ea B20 50.00 136.18 $10.72 0.00 2,072.00 214.40 0.00 ($ 2,286.40) 0.4
33-14-13.25-8640 8" Stop Plug 20.00 1.00 1.00 1.00 20 Ea 1.00 20 Ea B20 50.00 63.12 $10.72 0.00 1,026.00 214.40 0.00 ($ 1,240.40) 0.4
QUANTITY TAKE-OFF SHEET
JOB: 16054 Rodanthe Bridge Project Date: 03/16/2021GROUP A GROUP A
Division Description Amount Dimensions QTO Total Unit Conversion New QTO Total
Converted Unit Crew Daily Output Unit Bare Cost Itemized Bare Cost TOTAL BARE
COST TOTAL DAYSL W H M L E M L E33-14-19.30 Fire Hydrants
33-14-19.30-1140 Fire Hydrant 10.00 1.00 1.00 1.00 10 Ea 1.00 10 Ea B21 10.00 2,982.00 $65.68 19.67 29,820.00 656.80 196.70 ($ 30,673.50) 1.0
SubTotals: 10,890.00 10,890.00 $56,710.20 $15,437.20 $450,940.70 59.57
33-42 Stormwater Conveyance
33-42-33.13 Catch Basins33-42-33.13-2900 Catch Basin 4.00 1.00 1.00 1.00 4 Ea 1.00 4 Ea B6 8.00 1,192.80 $190.99 174.43 4,771.20 763.96 697.72 ($ 6,232.88) 0.5
SubTotals: 4.00 Ea 4.00 Ea $763.96 $697.72 $6,232.88 0.50
33-52 Hydrocarbon Transmission and Distribution
33-52-16.23 Medium Density Polyethylene Piping33-52-16.23-4658 8" Tapping Sleeve and Valve 2.00 1.00 1.00 1.00 2 Ea 1.00 2 Ea B20 10.00 17.40 $53.61 0.00 34.80 107.22 0.00 ($ 1,042.00) 0.2
SubTotals: 2.00 Ea 2.00 Ea $107.22 $0.00 $1,042.00 0.20
DIVISION 34 TRANSPORTATION34-71 Roadway Construction
34-71-13.26-0012 Corr. Stl. Galv. Stl. Posts 6'3" OC-L- STA 17+93 306.25 306.25 LF 1.00 306.25 LF B80 850.00 12.93 $0.77 1.27 $3,959.81 $235.81 $388.94 $4,584.56 0.36-L- STA 19+56 143.75 143.75 LF 1.00 143.75 LF B80 850.00 12.93 $0.77 1.27 $1,858.69 $110.69 $182.56 $2,151.94 0.17
-L- STA 150+86 168.75 168.75 LF 1.00 168.75 LF B80 850.00 12.93 $0.77 1.27 $2,181.94 $129.94 $214.31 $2,526.19 0.20-L- STA 150+86 (LT) 443.75 443.75 LF 1.00 443.75 LF B80 850.00 12.93 $0.77 1.27 $5,737.69 $341.69 $563.56 $6,642.94 0.52
SubTotals: 1,062.50 LF 0.00 LF $818.13 $785.81 $15,905.63 1.25
3411 Track System for Advaning Rail System
34111323.1 Heavy Rail Track 6.00 6,300.00 - - 37,800.00 L.F - 37,800.00 L.F - - ($ 31.50) - - ($ 1,190,700.00) - - ($ 1,190,700.00) -
SubTotals : 6.00 37,800.00 L.F 37,800.00 L.F ($ 1,190,700.00) - - ($ 1,190,700.00) -
TOTAL $77,368,954.42
82
LIFE CYCLE COST ANALYSIS
The Rodanthe Bridge Project is meant to eliminate the S-curves located on the northern end of the town
of Rodanthe. The S-curves are a problematic area in which wash-outs of NC Route 12 frequently occur,
often leading to road closures. According to the North Carolina Department of Transportation (NCDOT),
roughly $104 million was spent on routine maintenance and emergency repairs on NC Route 12 between
Oregon Inlet and Ocracoke Island, with roughly $31.6 million of that total cost coming from the S-curves
in a 10-year span [29]. On average there is $3.16 million spent on repairs and maintenance of this section
of road per year according to NCDOT, with the average cost increasing each year. The expected service
life of the bridge is 100 years and at a cost of $145 million will prove to be the better alternative than
keeping up with maintenance and repairs on the section of road being replaced.
• Rodanthe Bridge Life Cycle Cost Analysis vs Road Maintenance Life Cycle Cost Analysis
o NCDOT Typical Bridge Preservation Costs
83
• Life Cycle of Rodanthe Bridge
o Estimated Bridge Cost: $145 Million
o Service Life: 100 years
o Total Square Foot of Bridge Deck: 752421.70 S.F
Rodanthe Bridge Maintenance Costs over 100 years
Preservation Activities Cycle (Years) Unit Cost Total Cost
Deck Joints 10 $5/SF Deck Area $37,621,085
Deck Overlays (Epoxy) 20 $10/SF Deck Area $37,621,085
Deck Sealers 4 $2/SF Deck Area $37,621,085
Deck Chloride Extractors 8 $1/SF Deck Area $9,405,271.25
Deck Washing 10 $1/SF Deck Area $752,421.7
Concrete Girders 20 $8/SF Deck Area $30,096,868
Concrete Substructure 20 $5/SF Deck Area $18,810,542.5
Bearing Cleaning and Recoating 10 $5/SF Deck Area $37,621,085
Bent/Endbent Rehabilitation and Sealing 20 $5/SF Deck Area $18,810,542.5
Bearing Replacements 50 $30/SF Deck Area $45,145,302
Total Maintenance and Repairs during Service Life: $272,505,288
84
• Life Cycle of S-Curves
o Estimated Repair Costs: $3.16 million/year
o Estimated increase in repair costs per 1 years: 3%
o Comparative Service Life: 100 years
NC Route 12 S-Curves Maintenance and Repair Costs over 100 years
Year Cost Per Year (Million) Total Cost (Million)
1 $3.16 -
10 $3.25 $45.1
20 $3.35 $64.4
30 $3.45 $92.0
40 $3.55 $119.6
50 $3.656 $155.48
60 $3.76 $202.1
70 $3.87 $262.76
80 $3.99 $341.5
90 $4.11 $443.3
100 $4.23 $576.3
Total Maintenance and Repairs during Service Life: $2.3 Billion
In total, the construction of the bridge and the maintenance costs will not outweigh the cost imposed by
the maintenance and repairs of the road. These costs do not include the impact and potential revenue gain
or loss by tourists and residents of Rodanthe and Dare County who are affected by the construction of the
bridge or by the closing of the road. The bridge will provide a constant flow for traffic thus eliminating
potential revenue loss due to road closures. Ultimately, the construction of this bridge is a beneficial
addition to the Town of Rodanthe, Dare County, and all of the Outer Banks.
85
Value Engineering Proposals
Proposal #1:
• Current Items: 30” Sq. Prestressed Concrete Piles
• Proposed Items: 54” Diameter Prestressed Concrete Piles
30” Sq. Prestressed Piles 54” ∅ Prestressed Piles
30” Sq. Piles vs 54” Diameter Piles
Description Number per Bent Cost per Pile Installation Time for set of piles Total Cost
30” Sq. Piles 5 $11,165 5 $55,825
54” ∅ Piles 3 $13,520 3 $40,560
Total Cost Difference $15,265
Total Cost Difference Accounting for all Sections $137,385
The 54” ∅ Piles provide the same structural support that the 30” Sq. Piles provide at a lesser cost. The
total cost of each pile set accounts for material, labor, and equipment. Using the 54” ∅ Piles for the
eternity of the bridge provides a lower cost and increase project productivity.
86
Proposal #2:
• Current Items: 24” Core Slab
• Proposed Items: 5” Precast Deck Panel
24” Hollow Core Slabs
Precast Deck Panels
87
24” Hollow Core Slab vs. 5” Thick Precast Deck Panels
Description Amount Total Area Covered (SF) Material Labor Equipment Total Cost
24” Hollow 12 2160 $11.81 $0.59 $0.60 $28,079.4
Precast Panels 3 1800 $12.92 $1.26 $0.32 $26,100
Total Cost Difference $1979.4
Total Cost Difference for All Sections $17,814.6
The 24” hollow core slabs are less in material, labor, and equipment costs, but require sections to cover
the span of the deck than what the precast deck panels will. Since the precast deck panels require less
sections to cover a required space, the overall cost is less than the hollow core slabs.
88
Detailed Critical Path Schedule
The schedule is broken down into three major project phases: pre-construction, construction, and post-
construction. The pre-construction phase begins on January 5, 2022, and ends on May 3, 2023, with a
total duration of 282 days. The construction phase begins on April 26, 2023, and ends on October 17,
2024, with a total duration of 354 days. The post-construction phase begins on September 18, 2024, and
ends on November 12, 2024, with a total duration of 40 days. Additionally, the North and South ends are
converge on September 17, 2024, which is the substantial completion date of the project. The final date of
the project is November 12, 2024.
Phase Start Date End Date Duration (Days)
Pre-Construction 01/05/2022 05/03/2023 282
Construction 04/26/2023 10/17/2024 354
Post-Construction 09/18/2024 11/12/2024 40
During the construction phase, Team A has accounted for 75 weather days. This is based on a five day,
40-hour work week. No work will be conducted on Christmas, New Years, Labor Day, Fourth of July,
Memorial Day, or Thanksgiving and is not accounted for in weather days.
Important Milestone Date
North and South End Convergence 09/17/2021
Substantial Completion 09/17/2021
Final Completion 11/24/2024
ID Task
Mode
Task Name Duration Start Finish Predecessors
1 Preconstruction 282 days Wed 1/5/22 Wed 5/3/23
2 Architectural Design/Structure
Recommendations
45 days Wed 1/5/22 Mon 3/21/22
3 Surveying 5 days Wed 3/23/22 Tue 3/29/22 2
4 Geotechnical Surveys 5 days Wed 3/23/22 Tue 3/29/22 2
5 Enviornmental Surveys 5 days Wed 3/23/22 Tue 3/29/22 2
6 Pre-Design Meeting with NCDOT 1 day Thu 3/31/22 Thu 3/31/22 3,4,5
7 30% Schematic Design 30 days Fri 4/1/22 Fri 5/20/22 6
8 Schematic Estimate and Schedule 30 days Mon 5/23/22 Tue 7/12/22 7
9 70% Schematic Design 45 days Mon 5/23/22 Fri 8/5/22 7
10 Devlopment of Coordination and
Communication Plan
20 days Tue 8/9/22 Thu 9/8/22 9
11 Schematic Site Development 15 days Tue 8/9/22 Wed 8/31/22 9
12 Project Safety Plan Development 15 days Tue 8/9/22 Wed 8/31/22 9
13 Subcontractor Selection 5 days Tue 8/9/22 Mon 8/15/22 9
14 Preconstruction Meeting 1 day Tue 8/16/22 Tue 8/16/22 13
15 Material and Equipment Procurement 30 days Tue 8/16/22 Mon 10/3/22 13
16 Permits and Approvals 80 days Tue 10/4/22 Tue 2/21/23 15
17 90% Schematic Design 25 days Tue 8/9/22 Fri 9/16/22 9
18 Substantial Completion of Estimate
and Schedule
25 days Tue 10/4/22 Mon 11/14/22 15
19 RFP Submital 1 day Wed 2/22/23 Wed 2/22/23 16
20 Contract Award 15 days Tue 3/21/23 Thu 4/13/23 19FS+15 days
21 Final Design Completion 10 days Tue 4/18/23 Wed 5/3/23 20
22 Final Estimate and Schedule 5 days Tue 4/18/23 Tue 4/25/23 20
23 Final Project Approvals 5 days Tue 4/18/23 Tue 4/25/23 20
24 Construction 354 days Wed 4/26/23 Thu 10/17/24 23
25 South End 332 days Wed 4/26/23 Tue 9/17/24
26 Site Development 40 days Wed 4/26/23 Fri 7/7/23
27 Clearing and Grubbing 5 days Wed 4/26/23 Wed 5/3/23 23
28 Site Base Stone and Sand Laydown5 days Thu 5/4/23 Thu 5/11/23 27
29 Installation of Sediment Control
Measures
7 days Mon 5/15/23 Wed 5/24/23 28
30 Installation of Security Fence 5 days Mon 5/15/23 Fri 5/19/23 28
31 Equipment Moblization 15 days Tue 5/23/23 Tue 6/20/23 30
32 Utility Work 10 days Wed 6/21/23 Fri 7/7/23 31
33 Required Earthwork for End Bent 17 days Wed 6/21/23 Fri 6/30/23 31
34 Span 1 66 days Mon 7/10/23 Tue 10/24/23 31
35 Advancing Rail System 29 days Mon 7/10/23 Thu 8/24/23
36 Installation of Advancing Rail
System
7 days Mon 7/10/23 Wed 7/19/23 32
37 Installation of Equipment and
Material Pads
7 days Thu 7/20/23 Tue 8/1/23 36
38 Placement of Cranes on Pads 5 days Wed 8/2/23 Tue 8/8/23 37
39 Installation of Tripping Frame 5 days Wed 8/9/23 Wed 8/16/23 38
40 Installation of Gantry Cranes 5 days Thu 8/17/23 Thu 8/24/23 39
41 Foundation 12 days Fri 8/25/23 Thu 9/14/23 40
42 Grading for End Bent 1 2 days Fri 8/25/23 Mon 8/28/23 31
43 Installation of Temporary
Structures
1 day Tue 8/29/23 Tue 8/29/23 42
44 30" Sq. Pile Installation for End
Bent 1
5 days Tue 8/29/23 Wed 9/6/23 42
45 30" Sq. Piles for Bent 1 5 days Thu 9/7/23 Thu 9/14/23 44
46 Substructure 12 days Thu 9/7/23 Mon 9/25/23
47 Installation of Bent Cap Form
for End Bent 1
1 day Thu 9/7/23 Thu 9/7/23 44
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Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
48 Installation of Bent Cap Form
for Bent 1
1 day Fri 9/15/23 Fri 9/15/23 45
49 Rebar Install for End Bent 1 2 days Mon 9/11/23 Tue 9/12/23 47
50 Rebar Install for Bent 1 1 day Mon 9/18/23 Mon 9/18/23 48
51 Concrete Pour for End Bent 1 1 day Wed 9/13/23 Wed 9/13/23 49
52 Concrete Pour for Bent 1 1 day Tue 9/19/23 Tue 9/19/23 50
53 Strip Formwork for End Bent 1 1 day Fri 9/15/23 Fri 9/15/23 51FS+1 day
54 Strip Formwork for Bent 1 1 day Mon 9/25/23 Mon 9/25/23 52FS+3 days
55 Superstructure 24 days Mon 9/18/23 Tue 10/24/23
56 Elastomeric Bearing Pad Install
for End Bent 1
1 day Mon 9/18/23 Mon 9/18/23 53
57 Elastomeric Bearing Pad Install
for Bent 1
1 day Tue 9/26/23 Tue 9/26/23 54
58 Girder Installation 1 day Wed 9/27/23 Wed 9/27/23 57
59 Hollow Core Slab Install 2 days Fri 9/29/23 Mon 10/2/23 58
60 Formwork for Concrete Deck 4 days Fri 9/29/23 Wed 10/4/23 58
61 Rebar Installation 5 days Tue 10/3/23 Tue 10/10/23 59
62 5" Concrete Deck Pour 1 day Wed 10/11/23 Wed 10/11/23 61
63 Strip Formwork 1 day Tue 10/24/23 Tue 10/24/23 62FS+7 days
64 Span 2 67 days Thu 7/20/23 Fri 11/3/23
65 Advancing Rail System 7 days Thu 7/20/23 Tue 8/1/23
66 Installation of Advancing Rail
System
7 days Thu 7/20/23 Tue 8/1/23 36
67 Foundation 5 days Fri 9/15/23 Thu 9/21/23
68 Installation of Tempoary
Structures
1 day Fri 9/15/23 Fri 9/15/23 45
69 30" Sq. Pile Install for Bent 2 5 days Fri 9/15/23 Thu 9/21/23 45
70 Substructure 9 days Mon 9/18/23 Fri 9/29/23
71 Form Work Install for Bent Cap 21 day Mon 9/18/23 Mon 9/18/23 53
72 Rebar Install for Bent 2 3 days Tue 9/19/23 Thu 9/21/23 71
73 Concrete Pour for Bent 2 1 day Fri 9/22/23 Fri 9/22/23 72
74 Strip Formwork 1 day Fri 9/29/23 Fri 9/29/23 73FS+3 days
75 Superstructure 23 days Mon 10/2/23 Fri 11/3/23
76 Elastomeric Bearing Pad Install
for Bent 2
1 day Mon 10/2/23 Mon 10/2/23 74
77 Girder Install for Span 2 2 days Tue 10/3/23 Wed 10/4/23 76
78 Hollow Core Spab Install for Span 24 days Thu 10/5/23 Wed 10/11/23 77
79 Formwork for 5" Concrete Deck4 days Thu 10/12/23 Tue 10/17/23 78
80 Rebar Install 7 days Thu 10/12/23 Fri 10/20/23 78
81 Concrete Deck Pour 1 day Tue 10/24/23 Tue 10/24/23 80
82 Strip Formwork 1 day Fri 11/3/23 Fri 11/3/23 81FS+7 days
83 Span 3 65 days Wed 8/2/23 Mon 11/13/23 66
84 Advancing Rail System 7 days Wed 8/2/23 Thu 8/10/23
85 Installation of Advancing Rail
System
7 days Wed 8/2/23 Thu 8/10/23 66
86 Foundation 5 days Fri 9/22/23 Fri 9/29/23
87 Installation of Temporary
Structures
1 day Fri 9/22/23 Fri 9/22/23 69
88 30" Sq. Pile Install for Bent 3 5 days Fri 9/22/23 Fri 9/29/23 69
89 Substructure 10 days Mon 10/2/23 Mon 10/16/23
90 Formwork Install for Bent Cap 31 day Mon 10/2/23 Mon 10/2/23 88
91 Rebar Install for Bent 3 4 days Tue 10/3/23 Fri 10/6/23 90
92 Concrete Pour for Bent 3 1 day Tue 10/10/23 Tue 10/10/23 91
93 Strip Formwork 1 day Mon 10/16/23 Mon 10/16/23 92FS+3 days
94 Superstructure 18 days Tue 10/17/23 Mon 11/13/23 93
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Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
95 Elastomeric Bearing Pad Install
for Bent 3
1 day Tue 10/17/23 Tue 10/17/23 93
96 Girder Install for Span 3 2 days Wed 10/18/23 Thu 10/19/23 95
97 Hollow Core Slab Install 4 days Fri 10/20/23 Thu 10/26/23 96
98 Form Work for 5" Concrete Deck4 days Fri 10/27/23 Wed 11/1/23 97
99 Rebar Install 5 days Fri 10/27/23 Thu 11/2/23 97
100 Concrete Deck Pour 1 day Fri 11/3/23 Fri 11/3/23 99
101 Strip Formwork 1 day Mon 11/13/23 Mon 11/13/23 100FS+4 days
102 Span 4 64 days Fri 8/11/23 Tue 11/21/23 85
103 Advancing Rail System 7 days Fri 8/11/23 Wed 8/23/23
104 Installation of Advancing Rail
System
7 days Fri 8/11/23 Wed 8/23/23 85
105 Foundation 4 days Mon 10/2/23 Thu 10/5/23 88
106 Installation of Tempoary
Structures
1 day Mon 10/2/23 Mon 10/2/23 88
107 54" Diameter Pile Installation
for Bent 4
3 days Tue 10/3/23 Thu 10/5/23 106
108 Substructure 6 days Fri 10/6/23 Mon 10/16/23
109 Formwork Install for Bent Cap 41 day Fri 10/6/23 Fri 10/6/23 107
110 Rebar Install 3 days Tue 10/10/23 Thu 10/12/23 109
111 Concrete Pour for Bent Cap 4 1 day Fri 10/13/23 Fri 10/13/23 110
112 Strip Formwork 1 day Mon 10/16/23 Mon 10/16/23 111
113 Superstructure 25 days Mon 10/16/23 Tue 11/21/23
114 Elastomeric Bearing Pad Install 1 day Mon 10/16/23 Mon 10/16/23 111
115 Install Girders for Span 4 2 days Tue 10/17/23 Wed 10/18/23 114
116 Hollow Core Slab Install 4 days Thu 10/19/23 Wed 10/25/23 115
117 Formwork for 5" Concrete Deck4 days Thu 10/26/23 Tue 10/31/23 116
118 Rebar Install 7 days Thu 10/26/23 Fri 11/3/23 116
119 Concrete Deck Pour 1 day Mon 11/13/23 Mon 11/13/23 118FS+4 days
120 Strip Formwork 1 day Tue 11/21/23 Tue 11/21/23 119FS+5 days
121 Span 5 62 days Thu 8/24/23 Wed 11/29/23
122 Advancing Rail System 7 days Thu 8/24/23 Tue 9/5/23
123 ARS Install 7 days Thu 8/24/23 Tue 9/5/23 104
124 Foundation 4 days Fri 10/6/23 Thu 10/12/23
125 Install Temporary Structures 1 day Fri 10/6/23 Fri 10/6/23 107
126 54" Diameter Pile Install 3 days Tue 10/10/23 Thu 10/12/23 125
127 Substructure 11 days Fri 10/13/23 Mon 10/30/23
128 Install Formwork for Bent Cap 51 day Fri 10/13/23 Fri 10/13/23 126
129 Rebar Install 4 days Mon 10/16/23 Thu 10/19/23 128
130 Concrete Pour for Bent Cap 5 1 day Tue 10/24/23 Tue 10/24/23 80
131 Strip Formwork 1 day Mon 10/30/23 Mon 10/30/23 130FS+3 days
132 Superstructure 20 days Tue 10/31/23 Wed 11/29/23
133 Elastomeric Bearing Pad Install 1 day Tue 10/31/23 Tue 10/31/23 131
134 Girder Install 2 days Wed 11/1/23 Thu 11/2/23 133
135 5" Precast Panel Install 4 days Fri 11/3/23 Thu 11/9/23 134
136 Formwork for Concrete Deck 5 days Fri 11/10/23 Thu 11/16/23 135
137 Rebar Install 7 days Fri 11/10/23 Mon 11/20/23 135
138 Concrete Pour 1 day Tue 11/21/23 Tue 11/21/23 137
139 Strip Formwork 1 day Wed 11/29/23 Wed 11/29/23 138FS+4 days
140 Span 6 61 days Wed 9/6/23 Fri 12/8/23
141 Advancing Rail System 5 days Wed 9/6/23 Wed 9/13/23
142 ARS Install 5 days Wed 9/6/23 Wed 9/13/23 123
143 Foundation 4 days Fri 10/13/23 Wed 10/18/23
144 Install Temporary Structures 1 day Fri 10/13/23 Fri 10/13/23 126
145 54" Diameter Pile Install 3 days Mon 10/16/23 Wed 10/18/23 144
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Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
146 Substructure 10 days Thu 10/19/23 Thu 11/2/23
147 Formwork Install for Bent Cap 61 day Thu 10/19/23 Thu 10/19/23 145
148 Rebar Install 4 days Fri 10/20/23 Thu 10/26/23 147
149 Concrete Pour for Bent Cap 6 1 day Fri 10/27/23 Fri 10/27/23 148
150 Strip Formwork 1 day Thu 11/2/23 Thu 11/2/23 149FS+3 days
151 Superstructure 23 days Fri 11/3/23 Fri 12/8/23
152 Elastomeric Bearing Pad Install 1 day Fri 11/3/23 Fri 11/3/23 150
153 Girder Install for Span 6 2 days Tue 11/7/23 Wed 11/8/23 152
154 5" Precast Deck Panel Install 4 days Thu 11/9/23 Tue 11/14/23 153
155 Formwork for Concrete Deck 5 days Wed 11/15/23 Tue 11/21/23 154
156 Rebar Install 7 days Wed 11/15/23 Thu 11/23/23 154
157 Concrete Deck Pour for Span 6 1 day Wed 11/29/23 Wed 11/29/23 156FS+2 days
158 Strip Formwork 1 day Fri 12/8/23 Fri 12/8/23 157FS+5 days
159 Span 7 61 days Thu 9/14/23 Fri 12/15/23
160 Advancing Rail System 5 days Thu 9/14/23 Wed 9/20/23
161 ARS Install 5 days Thu 9/14/23 Wed 9/20/23 142
162 Foundation 4 days Thu 10/19/23 Wed 10/25/23
163 Install Temporary Structures 1 day Thu 10/19/23 Thu 10/19/23 145
164 54" Diameter Pile Install 3 days Fri 10/20/23 Wed 10/25/23 163
165 Substructure 10 days Thu 10/26/23 Thu 11/9/23
166 Formwork Install for Bent Cap 71 day Thu 10/26/23 Thu 10/26/23 164
167 Rebar Install 4 days Fri 10/27/23 Wed 11/1/23 166
168 Concrete Pour for Bent Cap 7 1 day Thu 11/2/23 Thu 11/2/23 167
169 Strip Formwork 1 day Thu 11/9/23 Thu 11/9/23 168FS+3 days
170 Superstructure 24 days Fri 11/10/23 Fri 12/15/23
171 Elastomeric Bearing Pad Install 1 day Fri 11/10/23 Fri 11/10/23 169
172 Girder Install for Span 7 2 days Mon 11/13/23 Tue 11/14/23 171
173 5" Precast Deck Panel Install 4 days Wed 11/15/23 Mon 11/20/23 172
174 Formwork for Concrete Deck 5 days Tue 11/21/23 Tue 11/28/23 173
175 Rebar Install 7 days Tue 11/21/23 Thu 11/30/23 173
176 Concrete Deck Pour for Span 7 1 day Fri 12/8/23 Fri 12/8/23 175FS+4 days
177 Strip Formwork 1 day Fri 12/15/23 Fri 12/15/23 176FS+4 days
178 Span 8 64 days Thu 9/21/23 Fri 12/29/23
179 Advancing Rail System 6 days Thu 9/21/23 Fri 9/29/23
180 ARS Install 6 days Thu 9/21/23 Fri 9/29/23 161
181 Foundation 4 days Thu 10/26/23 Tue 10/31/23
182 Temporary Structure Install 1 day Thu 10/26/23 Thu 10/26/23 164
183 54" Diameter Pile Install 3 days Fri 10/27/23 Tue 10/31/23 182
184 Substructure 8 days Wed 11/1/23 Mon 11/13/23
185 Formwork Install for Bent Cap 81 day Wed 11/1/23 Wed 11/1/23 183
186 Rebar Install 4 days Thu 11/2/23 Wed 11/8/23 185
187 Concrete Pour 1 day Thu 11/9/23 Thu 11/9/23 186
188 Strip Formwork 1 day Mon 11/13/23 Mon 11/13/23 187FS+1 day
189 Superstructure 30 days Tue 11/14/23 Fri 12/29/23
190 Elastomeric Bearing Pad Install 1 day Tue 11/14/23 Tue 11/14/23 188
191 Girder Install for Span 8 2 days Wed 11/15/23 Thu 11/16/23 190
192 5" Precast Deck Panel Install 4 days Fri 11/17/23 Wed 11/22/23 191
193 Formwork Install 5 days Thu 11/23/23 Thu 11/30/23 192
194 Rebar Install 7 days Thu 11/23/23 Tue 12/5/23 192
195 Concrete Deck Pour for Span 8 1 day Fri 12/15/23 Fri 12/15/23 194FS+7 days
196 Strip Formwork 1 day Fri 12/29/23 Fri 12/29/23 195FS+7 days
197 Span 9 64 days Mon 10/2/23 Wed 1/10/24
198 Advancing Rail System 6 days Mon 10/2/23 Tue 10/10/23
199 ARS Install 6 days Mon 10/2/23 Tue 10/10/23 180
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Page 4
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
200 Foundation 4 days Wed 11/1/23 Tue 11/7/23
201 Install Tempoary Structures 1 day Wed 11/1/23 Wed 11/1/23 183
202 54" Diameter Pile Install 3 days Thu 11/2/23 Tue 11/7/23 201
203 Substructure 8 days Wed 11/8/23 Fri 11/17/23
204 Formwork Install for Bent Cap 91 day Wed 11/8/23 Wed 11/8/23 202
205 Rebar Install 4 days Thu 11/9/23 Tue 11/14/23 204
206 Concrete Pour for Bent Cap 9 1 day Wed 11/15/23 Wed 11/15/23 205
207 Strip Formwork 1 day Fri 11/17/23 Fri 11/17/23 206FS+1 day
208 Superstructure 32 days Mon 11/20/23 Wed 1/10/24
209 Elastomeric Bearing Pad Install 1 day Mon 11/20/23 Mon 11/20/23 207
210 Girder Install for Span 9 2 days Tue 11/21/23 Wed 11/22/23 209
211 5" Precast Deck Panel Install 7 days Thu 11/23/23 Tue 12/5/23 210
212 Formwork Install 5 days Wed 12/6/23 Tue 12/12/23 211
213 Rebar Install 7 days Wed 12/6/23 Thu 12/14/23 211
214 Concrete Deck Pour for Span 9 1 day Fri 12/29/23 Fri 12/29/23 213FS+8 days
215 Strip Formwork 1 day Wed 1/10/24 Wed 1/10/24 214FS+5 days
216 Span 10 63 days Wed 10/11/23 Wed 1/17/24
217 Advancing Rail System 5 days Wed 10/11/23 Tue 10/17/23
218 ARS Install 5 days Wed 10/11/23 Tue 10/17/23 199
219 Foundation 4 days Wed 11/8/23 Mon 11/13/23
220 Install Temporary Structures 1 day Wed 11/8/23 Wed 11/8/23 202
221 54" Diameter Piles Install 3 days Thu 11/9/23 Mon 11/13/23 220
222 Substructure 8 days Tue 11/14/23 Thu 11/23/23
223 Formwork Install for Bent Cap 101 day Tue 11/14/23 Tue 11/14/23 221
224 Rebar Install 4 days Wed 11/15/23 Mon 11/20/23 223
225 Concrete Pour 1 day Tue 11/21/23 Tue 11/21/23 224
226 Strip Formwork 1 day Thu 11/23/23 Thu 11/23/23 225FS+1 day
227 Superstructure 33 days Mon 11/27/23 Wed 1/17/24
228 Elastomeric Bearing Pad Install 1 day Mon 11/27/23 Mon 11/27/23 226
229 Girder Install for Span 10 2 days Tue 11/28/23 Wed 11/29/23 228
230 5" Precast Deck Panel Install 7 days Thu 11/30/23 Mon 12/11/23 229
231 Formwork for Concrete Deck 7 days Tue 12/12/23 Thu 12/21/23 230
232 Rebar Install 7 days Tue 12/12/23 Thu 12/21/23 230
233 Concrete Deck Pour for Span 101 day Wed 1/10/24 Wed 1/10/24 232FS+10 days
234 Strip Formwork 1 day Wed 1/17/24 Wed 1/17/24 233FS+4 days
235 Span 11 41 days Wed 10/18/23 Tue 12/19/23
236 Advancing Rail System 5 days Wed 10/18/23 Wed 10/25/23
237 ARS Install 5 days Wed 10/18/23 Wed 10/25/23 218
238 Foundation 4 days Thu 10/26/23 Tue 10/31/23
239 Temp. Structure Install 1 day Thu 10/26/23 Thu 10/26/23 237
240 54" Pile Install 3 days Fri 10/27/23 Tue 10/31/23 239
241 Substructure 8 days Wed 11/1/23 Mon 11/13/23
242 Formwork Install for Bent Cap 111 day Wed 11/1/23 Wed 11/1/23 240
243 Rebar Install 4 days Thu 11/2/23 Wed 11/8/23 242
244 Concrete Pour 1 day Thu 11/9/23 Thu 11/9/23 243
245 Strip Formwork 1 day Mon 11/13/23 Mon 11/13/23 244FS+1 day
246 Superstructure 24 days Tue 11/14/23 Tue 12/19/23
247 Elastomeric Bearing Pad Install 1 day Tue 11/14/23 Tue 11/14/23 245
248 Girder Install for Span 11 2 days Wed 11/15/23 Thu 11/16/23 247
249 5" Precast Deck Panel Install 7 days Fri 11/17/23 Tue 11/28/23 248
250 Formwork for Concrete Deck
Install
7 days Wed 11/29/23 Fri 12/8/23 249
251 Rebar Install 7 days Wed 11/29/23 Fri 12/8/23 249
252 Concrete Deck Pour for Span 111 day Mon 12/11/23 Mon 12/11/23 251
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Page 5
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
253 Strip Formwork 1 day Tue 12/19/23 Tue 12/19/23 252FS+5 days
254 Span 12 42 days Thu 10/26/23 Fri 12/29/23
255 Advancing Rail System 5 days Thu 10/26/23 Wed 11/1/23
256 ARS Install 5 days Thu 10/26/23 Wed 11/1/23 237
257 Foundation 4 days Wed 11/1/23 Tue 11/7/23
258 Install Temp. Structure 1 day Wed 11/1/23 Wed 11/1/23 240
259 54" Pile Install 3 days Thu 11/2/23 Tue 11/7/23 258
260 Substructure 9 days Wed 11/8/23 Mon 11/20/23
261 Formwork Install for Bent Cap 121 day Wed 11/8/23 Wed 11/8/23 259
262 Rebar Install 4 days Thu 11/9/23 Tue 11/14/23 261
263 Concrete Pour for Bent Cap 12 1 day Wed 11/15/23 Wed 11/15/23 262
264 Strip Formwork 1 day Mon 11/20/23 Mon 11/20/23 263FS+2 days
265 Superstructure 25 days Tue 11/21/23 Fri 12/29/23
266 Elastomeric Bearing Pad Install 1 day Tue 11/21/23 Tue 11/21/23 264
267 Girder Install for Span 12 2 days Wed 11/22/23 Thu 11/23/23 266
268 5" Precast Deck Panel Install 7 days Mon 11/27/23 Wed 12/6/23 267
269 Formwork Install 7 days Thu 12/7/23 Fri 12/15/23 268
270 Rebar Install 7 days Thu 12/7/23 Fri 12/15/23 268
271 Concrete Deck Pour for Span 121 day Tue 12/19/23 Tue 12/19/23 270FS+1 day
272 Strip Formwork 1 day Fri 12/29/23 Fri 12/29/23 271FS+5 days
273 Span 13 43 days Thu 11/2/23 Wed 1/10/24
274 Advancing Rail System 5 days Thu 11/2/23 Thu 11/9/23
275 ARS Install 5 days Thu 11/2/23 Thu 11/9/23 256
276 Foundation 4 days Wed 11/8/23 Mon 11/13/23
277 Install Temp. Structure 1 day Wed 11/8/23 Wed 11/8/23 259
278 54" Pile Install 3 days Thu 11/9/23 Mon 11/13/23 277
279 Substructure 10 days Tue 11/14/23 Tue 11/28/23
280 Formwork Install for Bent 13 1 day Tue 11/14/23 Tue 11/14/23 278
281 Rebar Install 4 days Wed 11/15/23 Mon 11/20/23 280
282 Pour Concrete for Bent Cap 13 1 day Tue 11/21/23 Tue 11/21/23 281
283 Strip Formwork 1 day Tue 11/28/23 Tue 11/28/23 282FS+3 days
284 Superstructure 26 days Wed 11/29/23 Wed 1/10/24
285 Elastomeric Bearing Pad Install 1 day Wed 11/29/23 Wed 11/29/23 283
286 Girder Install for Span 13 2 days Thu 11/30/23 Fri 12/1/23 285
287 5" Precast Deck Panel Install 7 days Tue 12/5/23 Wed 12/13/23 286
288 Formwork Install 7 days Thu 12/14/23 Tue 12/26/23 287
289 Rebar Install 7 days Thu 12/14/23 Tue 12/26/23 287
290 Concrete Deck Pour for Span 131 day Fri 12/29/23 Fri 12/29/23 289FS+2 days
291 Strip Formwork 1 day Wed 1/10/24 Wed 1/10/24 290FS+5 days
292 Span 14 44 days Fri 11/10/23 Thu 1/18/24
293 Advancing Rail System 5 days Fri 11/10/23 Thu 11/16/23
294 ARS Install 5 days Fri 11/10/23 Thu 11/16/23 275
295 Foundation 4 days Tue 11/14/23 Fri 11/17/23
296 Install Temp. Structure 1 day Tue 11/14/23 Tue 11/14/23 278
297 54" Pile Install 3 days Wed 11/15/23 Fri 11/17/23 296
298 Substructure 10 days Mon 11/20/23 Tue 12/5/23
299 Formwork Install for Bent Cap 141 day Mon 11/20/23 Mon 11/20/23 297
300 Rebar Install 4 days Tue 11/21/23 Mon 11/27/23 299
301 Concrete Pour for Bent Cap 14 1 day Tue 11/28/23 Tue 11/28/23 300
302 Strip Formwork 1 day Tue 12/5/23 Tue 12/5/23 301FS+3 days
303 Superstructure 28 days Wed 12/6/23 Thu 1/18/24
304 Elastomeric Bearing Pad Install 1 day Wed 12/6/23 Wed 12/6/23 302
305 Girder Install for Span 14 2 days Thu 12/7/23 Fri 12/8/23 304
306 5" Precast Deck Panel Install 7 days Mon 12/11/23 Tue 12/19/23 305
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Page 6
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
307 Formwork Install 7 days Thu 12/21/23 Tue 1/2/24 306
308 Rebar Install 7 days Thu 12/21/23 Tue 1/2/24 306
309 Concrete Deck Pour for Span 141 day Wed 1/10/24 Wed 1/10/24 308FS+4 days
310 Strip Formwork 1 day Thu 1/18/24 Thu 1/18/24 309FS+5 days
311 Span 15 44 days Fri 11/17/23 Fri 1/26/24
312 Advancing Rail System 5 days Fri 11/17/23 Thu 11/23/23
313 ARS Install 5 days Fri 11/17/23 Thu 11/23/23 294
314 Foundation 4 days Mon 11/20/23 Thu 11/23/23
315 Install Temp. Structure 1 day Mon 11/20/23 Mon 11/20/23 297
316 54" Pile Install 3 days Tue 11/21/23 Thu 11/23/23 315
317 Substructure 10 days Mon 11/27/23 Mon 12/11/23
318 Install Formwork for Bent Cap 151 day Mon 11/27/23 Mon 11/27/23 316
319 Rebar Install 4 days Tue 11/28/23 Fri 12/1/23 318
320 Pour Concrete 1 day Tue 12/5/23 Tue 12/5/23 319
321 Strip Formwork 1 day Mon 12/11/23 Mon 12/11/23 320FS+3 days
322 Superstructure 29 days Tue 12/12/23 Fri 1/26/24
323 Elastomeric Bearing Pad install 1 day Tue 12/12/23 Tue 12/12/23 321
324 Girder Install for Span 15 2 days Wed 12/13/23 Thu 12/14/23 323
325 5" Precast Deck Panel Install 7 days Fri 12/15/23 Wed 12/27/23 324
326 Formwork Install 7 days Thu 12/28/23 Mon 1/8/24 325
327 Rebar Install 7 days Thu 12/28/23 Mon 1/8/24 325
328 Concrete Deck Pour for Span 151 day Thu 1/18/24 Thu 1/18/24 327FS+6 days
329 Strip Formwork 1 day Fri 1/26/24 Fri 1/26/24 328FS+4 days
330 Span 16 44 days Mon 11/27/23 Mon 2/5/24
331 Advancing Rail System 1 day Mon 11/27/23 Mon 11/27/23
332 ARS Install 1 day Mon 11/27/23 Mon 11/27/23 312
333 Foundation 4 days Mon 11/27/23 Thu 11/30/23
334 Install Temp. Structure 1 day Mon 11/27/23 Mon 11/27/23 316
335 54" Pile Install 3 days Tue 11/28/23 Thu 11/30/23 334
336 Substructure 8 days Fri 12/1/23 Wed 12/13/23
337 Formwork Install 1 day Fri 12/1/23 Fri 12/1/23 335
338 Rebar Install 4 days Tue 12/5/23 Fri 12/8/23 337
339 Concrete Pour 1 day Mon 12/11/23 Mon 12/11/23 338
340 Strip Formwork 1 day Wed 12/13/23 Wed 12/13/23 339FS+1 day
341 Superstructure 32 days Thu 12/14/23 Mon 2/5/24
342 Elastomeric Bearing Pad Install 1 day Thu 12/14/23 Thu 12/14/23 340
343 Girder Install 2 days Fri 12/15/23 Mon 12/18/23 342
344 5" Precast Deck Panel Install 7 days Tue 12/19/23 Fri 12/29/23 343
345 Formwork Install 7 days Tue 1/2/24 Thu 1/11/24 344
346 Rebar Install 7 days Tue 1/2/24 Thu 1/11/24 344
347 Concrete Deck Pour 1 day Fri 1/26/24 Fri 1/26/24 346FS+9 days
348 Strip Formwork 1 day Mon 2/5/24 Mon 2/5/24 347FS+4 days
349 Span 17 48 days Tue 11/28/23 Mon 2/12/24
350 Advancing Rail System 1 day Tue 11/28/23 Tue 11/28/23
351 ARS Install 1 day Tue 11/28/23 Tue 11/28/23 332
352 Foundation 4 days Fri 12/1/23 Thu 12/7/23
353 Install Temp. Structure 1 day Fri 12/1/23 Fri 12/1/23 335
354 54" Pile Install 3 days Tue 12/5/23 Thu 12/7/23 353
355 Substructure 9 days Wed 12/13/23 Wed 12/27/23
356 Formwork Install 1 day Wed 12/13/23 Wed 12/13/23 354FS+3 days
357 Rebar Install 4 days Thu 12/14/23 Tue 12/19/23 356
358 Pour Concrete 1 day Thu 12/21/23 Thu 12/21/23 357
359 Strip Formwork 1 day Wed 12/27/23 Wed 12/27/23 358FS+2 days
360 Superstructure 29 days Thu 12/28/23 Mon 2/12/24
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Page 7
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
361 Elastomeric Bearing Pad Install 1 day Thu 12/28/23 Thu 12/28/23 359
362 Girder Install 2 days Fri 12/29/23 Tue 1/2/24 361
363 5" Precast Deck Panel Install 7 days Wed 1/3/24 Fri 1/12/24 362
364 Formwork Install 7 days Mon 1/15/24 Tue 1/23/24 363
365 Rebar Install 7 days Mon 1/15/24 Tue 1/23/24 363
366 Pour Concrete 1 day Mon 2/5/24 Mon 2/5/24 365FS+6 days
367 Strip Formwork 1 day Mon 2/12/24 Mon 2/12/24 366FS+4 days
368 Span 18 52 days Wed 11/29/23 Mon 2/19/24
369 Advancing Rail System 4 days Wed 11/29/23 Tue 12/5/23
370 ARS Install 4 days Wed 11/29/23 Tue 12/5/23 351
371 Foundation 4 days Fri 12/8/23 Wed 12/13/23
372 Install Temp. Structure 1 day Fri 12/8/23 Fri 12/8/23 354
373 54" Pile Install 3 days Mon 12/11/23 Wed 12/13/23 372
374 Substructure 10 days Thu 12/14/23 Fri 12/29/23
375 Formwork Install 1 day Thu 12/14/23 Thu 12/14/23 373
376 Rebar Install 4 days Fri 12/15/23 Thu 12/21/23 375
377 Pour Concrete 1 day Fri 12/22/23 Fri 12/22/23 376
378 Strip Formwork 1 day Fri 12/29/23 Fri 12/29/23 377FS+3 days
379 Superstructure 32 days Tue 1/2/24 Mon 2/19/24
380 Elastomeric Bearing Pad Install 1 day Tue 1/2/24 Tue 1/2/24 378
381 Girder Install 2 days Wed 1/3/24 Thu 1/4/24 380
382 5" Precast Deck Panel Install 7 days Fri 1/5/24 Tue 1/16/24 381
383 Formwork Install 7 days Wed 1/17/24 Fri 1/26/24 382
384 Rebar Install 7 days Wed 1/17/24 Fri 1/26/24 382
385 Concrete Deck Pour 1 day Mon 2/12/24 Mon 2/12/24 384FS+9 days
386 Strip Formwork 1 day Mon 2/19/24 Mon 2/19/24 385FS+4 days
387 Span 19 53 days Wed 12/6/23 Mon 2/26/24
388 Advancing Rail System 4 days Wed 12/6/23 Mon 12/11/23
389 ARS Install 4 days Wed 12/6/23 Mon 12/11/23 369
390 Foundation 4 days Thu 12/14/23 Tue 12/19/23
391 Install Temp. Structures 1 day Thu 12/14/23 Thu 12/14/23 373
392 54" Pile Install 3 days Fri 12/15/23 Tue 12/19/23 391
393 Substructure 9 days Wed 12/27/23 Wed 1/10/24
394 Formwork Install 1 day Wed 12/27/23 Wed 12/27/23 392FS+3 days
395 Rebar Install 4 days Thu 12/28/23 Wed 1/3/24 394
396 Pour Concrete 1 day Thu 1/4/24 Thu 1/4/24 395
397 Strip Formwork 1 day Wed 1/10/24 Wed 1/10/24 396FS+2 days
398 Superstructure 31 days Thu 1/11/24 Mon 2/26/24
399 Elstomeric Bearing Pad Install 1 day Thu 1/11/24 Thu 1/11/24 397
400 Girder Install 2 days Fri 1/12/24 Mon 1/15/24 399
401 5" Precast Deck Panel Install 7 days Tue 1/16/24 Thu 1/25/24 400
402 Formwork Install 7 days Fri 1/26/24 Tue 2/6/24 401
403 Rebar Install 7 days Fri 1/26/24 Tue 2/6/24 401
404 Concrete Deck Pour 1 day Mon 2/19/24 Mon 2/19/24 403FS+8 days
405 Strip Formwork 1 day Mon 2/26/24 Mon 2/26/24 404FS+4 days
406 Span 20 56 days Tue 12/12/23 Wed 3/6/24
407 Advancing Rail System 5 days Tue 12/12/23 Mon 12/18/23
408 ARS Install 5 days Tue 12/12/23 Mon 12/18/23 389
409 Foundation 4 days Thu 1/11/24 Tue 1/16/24
410 Install Temp. Structure 1 day Thu 1/11/24 Thu 1/11/24 397
411 54" Pile Install 3 days Fri 1/12/24 Tue 1/16/24 410
412 Substructure 10 days Wed 1/17/24 Thu 2/1/24
413 Install Formwork 1 day Wed 1/17/24 Wed 1/17/24 411
414 Rebar Install 4 days Thu 1/18/24 Tue 1/23/24 413
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Page 8
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
415 Pour Concrete 1 day Thu 1/25/24 Thu 1/25/24 414
416 Strip Formwork 1 day Thu 2/1/24 Thu 2/1/24 415FS+3 days
417 Superstructure 24 days Fri 2/2/24 Wed 3/6/24
418 Elastomeric Bearing Pad Install 1 day Fri 2/2/24 Fri 2/2/24 416
419 Girder Install 2 days Mon 2/5/24 Tue 2/6/24 418
420 5" Precast Deck Panel Install 7 days Wed 2/7/24 Thu 2/15/24 419
421 Formwork Install 7 days Fri 2/16/24 Mon 2/26/24 420
422 Rebar Install 7 days Fri 2/16/24 Mon 2/26/24 420
423 Concrete Deck Pour 1 day Tue 2/27/24 Tue 2/27/24 422
424 Strip Formwork 1 day Wed 3/6/24 Wed 3/6/24 423FS+5 days
425 Span 21 56 days Tue 12/19/23 Wed 3/13/24
426 Advancing Rail System 5 days Tue 12/19/23 Wed 12/27/23
427 ARS Install 5 days Tue 12/19/23 Wed 12/27/23 408
428 Foundation 4 days Wed 1/17/24 Mon 1/22/24
429 Install Temp. Structure 1 day Wed 1/17/24 Wed 1/17/24 411
430 54" Pile Install 3 days Thu 1/18/24 Mon 1/22/24 429
431 Substructure 9 days Tue 1/23/24 Tue 2/6/24
432 Install Formwork 1 day Tue 1/23/24 Tue 1/23/24 430
433 Install Rebar 4 days Thu 1/25/24 Tue 1/30/24 432
434 Pour Concrete 1 day Thu 2/1/24 Thu 2/1/24 433
435 Strip Formwork 1 day Tue 2/6/24 Tue 2/6/24 434FS+2 days
436 Superstructure 26 days Wed 2/7/24 Wed 3/13/24
437 Elastomeric Bearing Pad Install 1 day Wed 2/7/24 Wed 2/7/24 435
438 Girder Install 2 days Thu 2/8/24 Fri 2/9/24 437
439 5" Precast Deck Panel Install 7 days Mon 2/12/24 Tue 2/20/24 438
440 Formwork Install 7 days Wed 2/21/24 Thu 2/29/24 439
441 Rebar Install 7 days Wed 2/21/24 Thu 2/29/24 439
442 Concrete Deck Pour 1 day Wed 3/6/24 Wed 3/6/24 441FS+3 days
443 Strip Formwork 1 day Wed 3/13/24 Wed 3/13/24 442FS+4 days
444 Span 22 56 days Thu 12/28/23 Wed 3/20/24
445 Advancing Rail System 5 days Thu 12/28/23 Thu 1/4/24
446 ARS Install 5 days Thu 12/28/23 Thu 1/4/24 427
447 Foundation 4 days Tue 1/23/24 Mon 1/29/24
448 Install Temp. Structure 1 day Tue 1/23/24 Tue 1/23/24 430
449 54" Pile Install 3 days Thu 1/25/24 Mon 1/29/24 448
450 Substructure 10 days Thu 2/1/24 Wed 2/14/24
451 Install Formwork 1 day Thu 2/1/24 Thu 2/1/24 449FS+1 day
452 Install Rebar 4 days Fri 2/2/24 Wed 2/7/24 451
453 Pour Concrete 1 day Thu 2/8/24 Thu 2/8/24 452
454 Strip Formwork 1 day Wed 2/14/24 Wed 2/14/24 453FS+3 days
455 Superstructure 25 days Thu 2/15/24 Wed 3/20/24
456 Elastomeric Bearing Pad Install 1 day Thu 2/15/24 Thu 2/15/24 454
457 Girder Install 2 days Fri 2/16/24 Mon 2/19/24 456
458 5" Precast Deck Panel Install 7 days Tue 2/20/24 Wed 2/28/24 457
459 Formwork Install 7 days Thu 2/29/24 Fri 3/8/24 458
460 Rebar Install 7 days Thu 2/29/24 Fri 3/8/24 458
461 Concrete Deck Pour 1 day Wed 3/13/24 Wed 3/13/24 460FS+2 days
462 Strip Formwork 1 day Wed 3/20/24 Wed 3/20/24 461FS+4 days
463 Span 23 52 days Fri 1/5/24 Thu 3/21/24
464 Advancing Rail System 5 days Fri 1/5/24 Fri 1/12/24
465 ARS Install 5 days Fri 1/5/24 Fri 1/12/24 446
466 Foundation 4 days Tue 1/30/24 Mon 2/5/24
467 Install Temp. Structure 1 day Tue 1/30/24 Tue 1/30/24 449
468 54" Pile Install 3 days Thu 2/1/24 Mon 2/5/24 467
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Page 9
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
469 Substructure 10 days Tue 2/6/24 Mon 2/19/24
470 Install Formwork 1 day Tue 2/6/24 Tue 2/6/24 468
471 Install Rebar 4 days Wed 2/7/24 Mon 2/12/24 470
472 Pour Concrete 1 day Tue 2/13/24 Tue 2/13/24 471
473 Strip Formwork 1 day Mon 2/19/24 Mon 2/19/24 472FS+3 days
474 Superstructure 23 days Tue 2/20/24 Thu 3/21/24
475 Elastomeric Bearing Pad Install 1 day Tue 2/20/24 Tue 2/20/24 473
476 Girder Install 2 days Wed 2/21/24 Thu 2/22/24 475
477 5" Precast Deck Panel Install 7 days Fri 2/23/24 Mon 3/4/24 476
478 Formwork Install 7 days Tue 3/5/24 Wed 3/13/24 477
479 Rebar Install 7 days Tue 3/5/24 Wed 3/13/24 477
480 Concrete Deck Pour 1 day Thu 3/14/24 Thu 3/14/24 479
481 Strip Formwork 1 day Thu 3/21/24 Thu 3/21/24 480FS+4 days
482 Span 24 52 days Mon 1/15/24 Thu 3/28/24
483 Advancing Rail System 5 days Mon 1/15/24 Fri 1/19/24
484 ARS Install 5 days Mon 1/15/24 Fri 1/19/24 465
485 Foundation 4 days Tue 2/6/24 Fri 2/9/24
486 Install Temp. Structures 1 day Tue 2/6/24 Tue 2/6/24 468
487 54" Pile Install 3 days Wed 2/7/24 Fri 2/9/24 486
488 Substructure 8 days Mon 2/12/24 Wed 2/21/24
489 Install Formwork 1 day Mon 2/12/24 Mon 2/12/24 487
490 Install Rebar 4 days Tue 2/13/24 Fri 2/16/24 489
491 Pour Concrete 1 day Mon 2/19/24 Mon 2/19/24 490
492 Strip Formwork 1 day Wed 2/21/24 Wed 2/21/24 491FS+1 day
493 Superstructure 26 days Thu 2/22/24 Thu 3/28/24
494 Elastomeric Bearing Pad Install 1 day Thu 2/22/24 Thu 2/22/24 492
495 Girder Install 2 days Fri 2/23/24 Mon 2/26/24 494
496 5" Precast Deck Panel Install 7 days Tue 2/27/24 Wed 3/6/24 495
497 Install Formwork 7 days Thu 3/7/24 Fri 3/15/24 496
498 Install Rebar 7 days Thu 3/7/24 Fri 3/15/24 496
499 Concrete Deck Pour 1 day Thu 3/21/24 Thu 3/21/24 498FS+3 days
500 Strip Formwork 1 day Thu 3/28/24 Thu 3/28/24 499FS+4 days
501 Span 25 52 days Mon 1/22/24 Thu 4/4/24
502 Advancing Rail System 5 days Mon 1/22/24 Mon 1/29/24
503 ARS Install 5 days Mon 1/22/24 Mon 1/29/24 484
504 Foundation 4 days Mon 2/12/24 Thu 2/15/24
505 Install Temp. Structure 1 day Mon 2/12/24 Mon 2/12/24 487
506 54" Pile Install 3 days Tue 2/13/24 Thu 2/15/24 505
507 Substructure 8 days Fri 2/16/24 Tue 2/27/24
508 Install Formwork 1 day Fri 2/16/24 Fri 2/16/24 506
509 Install REbar 4 days Mon 2/19/24 Thu 2/22/24 508
510 Pour Concrete 1 day Fri 2/23/24 Fri 2/23/24 509
511 Strip Formwork 1 day Tue 2/27/24 Tue 2/27/24 510FS+1 day
512 Superstructure 27 days Wed 2/28/24 Thu 4/4/24
513 EBP Install 1 day Wed 2/28/24 Wed 2/28/24 511
514 Install Girders 2 days Thu 2/29/24 Fri 3/1/24 513
515 5" Precast Deck Panel Install 7 days Mon 3/4/24 Tue 3/12/24 514
516 Install Formwork 7 days Wed 3/13/24 Thu 3/21/24 515
517 Install Rebar 7 days Wed 3/13/24 Thu 3/21/24 515
518 Concrete Deck Pour 1 day Thu 3/28/24 Thu 3/28/24 517FS+4 days
519 Strip Formwork 1 day Thu 4/4/24 Thu 4/4/24 518FS+4 days
520 Span 26 52 days Tue 1/30/24 Thu 4/11/24
521 Advancing Rail System 5 days Tue 1/30/24 Tue 2/6/24
522 ARS Install 5 days Tue 1/30/24 Tue 2/6/24 503
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Page 10
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
523 Foundation 4 days Fri 2/16/24 Wed 2/21/24
524 Install Temp. Structures 1 day Fri 2/16/24 Fri 2/16/24 506
525 54" Pile Install 3 days Mon 2/19/24 Wed 2/21/24 524
526 Substructure 9 days Thu 2/22/24 Tue 3/5/24
527 Install Formwork 1 day Thu 2/22/24 Thu 2/22/24 525
528 Install Rebar 4 days Fri 2/23/24 Wed 2/28/24 527
529 Pour Concrete 1 day Thu 2/29/24 Thu 2/29/24 528
530 Strip Formwork 1 day Tue 3/5/24 Tue 3/5/24 529FS+2 days
531 Superstructure 27 days Wed 3/6/24 Thu 4/11/24
532 EBP Install 1 day Wed 3/6/24 Wed 3/6/24 530
533 Install Girders 2 days Thu 3/7/24 Fri 3/8/24 532
534 5" Precast Deck Panel Install 7 days Mon 3/11/24 Tue 3/19/24 533
535 Formwork Install 7 days Wed 3/20/24 Thu 3/28/24 534
536 Rebar Install 7 days Wed 3/20/24 Thu 3/28/24 534
537 Concrete Deck Pour 1 day Thu 4/4/24 Thu 4/4/24 536FS+4 days
538 Strip Formwork 1 day Thu 4/11/24 Thu 4/11/24 537FS+4 days
539 Span 27 52 days Wed 2/7/24 Thu 4/18/24
540 Advancing Rail System 5 days Wed 2/7/24 Tue 2/13/24
541 ARS Install 5 days Wed 2/7/24 Tue 2/13/24 522
542 Foundation 4 days Thu 2/22/24 Tue 2/27/24
543 Install Temp. Structure 1 day Thu 2/22/24 Thu 2/22/24 525
544 54" Pile Install 3 days Fri 2/23/24 Tue 2/27/24 543
545 Substructure 9 days Wed 2/28/24 Mon 3/11/24
546 Install Formwork 1 day Wed 2/28/24 Wed 2/28/24 544
547 Install Rebar 4 days Thu 2/29/24 Tue 3/5/24 546
548 Pour Concrete 1 day Wed 3/6/24 Wed 3/6/24 547
549 Strip Formwork 1 day Mon 3/11/24 Mon 3/11/24 548FS+2 days
550 Superstructure 28 days Tue 3/12/24 Thu 4/18/24
551 EBP Install 1 day Tue 3/12/24 Tue 3/12/24 549
552 Install Girders 2 days Wed 3/13/24 Thu 3/14/24 551
553 5" Precast Deck Panel Install 7 days Fri 3/15/24 Mon 3/25/24 552
554 Formwork Install 7 days Tue 3/26/24 Wed 4/3/24 553
555 Rebar Install 7 days Tue 3/26/24 Wed 4/3/24 553
556 Concrete Deck Pour 1 day Thu 4/11/24 Thu 4/11/24 555FS+5 days
557 Strip FOrmwork 1 day Thu 4/18/24 Thu 4/18/24 556FS+4 days
558 Span 28 52 days Wed 2/14/24 Thu 4/25/24
559 Advancing Rail System 5 days Wed 2/14/24 Tue 2/20/24
560 ARS Install 5 days Wed 2/14/24 Tue 2/20/24 541
561 Foundation 4 days Wed 2/28/24 Mon 3/4/24
562 Install Temp. Structure 1 day Wed 2/28/24 Wed 2/28/24 544
563 54" Pile Install 3 days Thu 2/29/24 Mon 3/4/24 562
564 Substructure 9 days Tue 3/5/24 Fri 3/15/24
565 Install Formwork 1 day Tue 3/5/24 Tue 3/5/24 563
566 Install Rebar 4 days Wed 3/6/24 Mon 3/11/24 565
567 Pour Concrete 1 day Tue 3/12/24 Tue 3/12/24 566
568 Strip Formwork 1 day Fri 3/15/24 Fri 3/15/24 567FS+2 days
569 Superstructure 29 days Mon 3/18/24 Thu 4/25/24
570 EBP Install 1 day Mon 3/18/24 Mon 3/18/24 568
571 Install Girders 2 days Tue 3/19/24 Wed 3/20/24 570
572 5" Precast Deck Panel Install 7 days Thu 3/21/24 Fri 3/29/24 571
573 Formwork Install 7 days Mon 4/1/24 Tue 4/9/24 572
574 Rebar Install 7 days Mon 4/1/24 Tue 4/9/24 572
575 Concrete Deck Pour 1 day Thu 4/18/24 Thu 4/18/24 574FS+6 days
576 Strip FOrmwork 1 day Thu 4/25/24 Thu 4/25/24 575FS+4 days
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Deadline
Critical
Critical Split
Progress
Manual Progress
Page 11
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
577 Span 29 52 days Wed 2/21/24 Thu 5/2/24
578 Advancing Rail System 5 days Wed 2/21/24 Tue 2/27/24
579 ARS Install 5 days Wed 2/21/24 Tue 2/27/24 560
580 Foundation 4 days Tue 3/5/24 Fri 3/8/24
581 Install Temp. Structure 1 day Tue 3/5/24 Tue 3/5/24 563
582 54" Pile Install 3 days Wed 3/6/24 Fri 3/8/24 581
583 Substructure 9 days Mon 3/11/24 Thu 3/21/24
584 Install Formwork 1 day Mon 3/11/24 Mon 3/11/24 582
585 Install Rebar 4 days Tue 3/12/24 Fri 3/15/24 584
586 Pour Concrete 1 day Mon 3/18/24 Mon 3/18/24 585
587 Strip Formwork 1 day Thu 3/21/24 Thu 3/21/24 586FS+2 days
588 Superstructure 30 days Fri 3/22/24 Thu 5/2/24
589 EBP Install 1 day Fri 3/22/24 Fri 3/22/24 587
590 Install Girders 2 days Mon 3/25/24 Tue 3/26/24 589
591 5" Precast Deck Panel Install 7 days Wed 3/27/24 Thu 4/4/24 590
592 Formwork Install 7 days Fri 4/5/24 Mon 4/15/24 591
593 Rebar Install 7 days Fri 4/5/24 Mon 4/15/24 591
594 Concrete Deck Pour 1 day Thu 4/25/24 Thu 4/25/24 593FS+7 days
595 Strip Formwork 1 day Thu 5/2/24 Thu 5/2/24 594FS+4 days
596 Span 30 52 days Wed 2/28/24 Thu 5/9/24
597 Advancing Rail System 5 days Wed 2/28/24 Tue 3/5/24
598 ARS Install 5 days Wed 2/28/24 Tue 3/5/24 579
599 Foundation 4 days Mon 3/11/24 Thu 3/14/24
600 Install Temp. Structure 1 day Mon 3/11/24 Mon 3/11/24 582
601 54" Pile Install 3 days Tue 3/12/24 Thu 3/14/24 600
602 Substructure 10 days Fri 3/15/24 Thu 3/28/24
603 Install Formwork 1 day Fri 3/15/24 Fri 3/15/24 601
604 Install Rebar 4 days Mon 3/18/24 Thu 3/21/24 603
605 Pour Concrete 1 day Fri 3/22/24 Fri 3/22/24 604
606 Strip Formwork 1 day Thu 3/28/24 Thu 3/28/24 605FS+3 days
607 Superstructure 30 days Fri 3/29/24 Thu 5/9/24
608 EBP Install 1 day Fri 3/29/24 Fri 3/29/24 606
609 Install Girders 2 days Mon 4/1/24 Tue 4/2/24 608
610 5" Precast Deck Panel Install 7 days Wed 4/3/24 Thu 4/11/24 609
611 Formwork Install 7 days Fri 4/12/24 Mon 4/22/24 610
612 Rebar Install 7 days Fri 4/12/24 Mon 4/22/24 610
613 Concrete Deck Pour 1 day Thu 5/2/24 Thu 5/2/24 612FS+7 days
614 Strip Formwork 1 day Thu 5/9/24 Thu 5/9/24 613FS+4 days
615 Span 31 52 days Wed 3/6/24 Thu 5/16/24
616 Advancing Rail System 5 days Wed 3/6/24 Tue 3/12/24
617 ARS Install 5 days Wed 3/6/24 Tue 3/12/24 598
618 Foundation 4 days Fri 3/15/24 Wed 3/20/24
619 Install Temp. Structure 1 day Fri 3/15/24 Fri 3/15/24 601
620 54" Pile Install 3 days Mon 3/18/24 Wed 3/20/24 619
621 Substructure 10 days Thu 3/21/24 Wed 4/3/24
622 Install Formwork 1 day Thu 3/21/24 Thu 3/21/24 620
623 Install Rebar 4 days Fri 3/22/24 Wed 3/27/24 622
624 Pour Concrete 1 day Thu 3/28/24 Thu 3/28/24 623
625 Strip Formwork 1 day Wed 4/3/24 Wed 4/3/24 624FS+3 days
626 Superstructure 31 days Thu 4/4/24 Thu 5/16/24
627 EBP Install 1 day Thu 4/4/24 Thu 4/4/24 625
628 Install Girders 2 days Fri 4/5/24 Mon 4/8/24 627
629 5" Precast Deck Panel Install 7 days Tue 4/9/24 Wed 4/17/24 628
630 Formwork Install 7 days Thu 4/18/24 Fri 4/26/24 629
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 12
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
631 Rebar Install 7 days Thu 4/18/24 Fri 4/26/24 629
632 Concrete Deck Pour 1 day Thu 5/9/24 Thu 5/9/24 631FS+8 days
633 Strip Formwork 1 day Thu 5/16/24 Thu 5/16/24 632FS+4 days
634 Span 32 51 days Wed 3/13/24 Wed 5/22/24
635 Advancing Rail System 5 days Wed 3/13/24 Tue 3/19/24
636 ARS Install 5 days Wed 3/13/24 Tue 3/19/24 617
637 Foundation 4 days Thu 3/21/24 Tue 3/26/24
638 Install Temp. Structure 1 day Thu 3/21/24 Thu 3/21/24 620
639 54" Pile Install 3 days Fri 3/22/24 Tue 3/26/24 638
640 Substructure 10 days Wed 3/27/24 Tue 4/9/24
641 Install Formwork 1 day Wed 3/27/24 Wed 3/27/24 639
642 Install Rebar 4 days Thu 3/28/24 Tue 4/2/24 641
643 Pour Concrete 1 day Wed 4/3/24 Wed 4/3/24 642
644 Strip Formwork 1 day Tue 4/9/24 Tue 4/9/24 643FS+3 days
645 Superstructure 31 days Wed 4/10/24 Wed 5/22/24
646 EBP Install 1 day Wed 4/10/24 Wed 4/10/24 644
647 Install Girders 2 days Thu 4/11/24 Fri 4/12/24 646
648 5" Precast Deck Panel Install 7 days Mon 4/15/24 Tue 4/23/24 647
649 Formwork Install 7 days Wed 4/24/24 Thu 5/2/24 648
650 Rebar Install 7 days Wed 4/24/24 Thu 5/2/24 648
651 Concrete Deck Pour 1 day Wed 5/15/24 Wed 5/15/24 650FS+8 days
652 Strip Formwork 1 day Wed 5/22/24 Wed 5/22/24 651FS+4 days
653 Span 33 49 days Wed 3/20/24 Mon 5/27/24
654 Advancing Rail System 5 days Wed 3/20/24 Tue 3/26/24
655 ARS Install 5 days Wed 3/20/24 Tue 3/26/24 636
656 Foundation 4 days Wed 3/27/24 Mon 4/1/24
657 Install Temp. Structure 1 day Wed 3/27/24 Wed 3/27/24 639
658 54" Pile Install 3 days Thu 3/28/24 Mon 4/1/24 657
659 Substructure 10 days Tue 4/2/24 Mon 4/15/24
660 Install Formwork 1 day Tue 4/2/24 Tue 4/2/24 658
661 Install Rebar 4 days Wed 4/3/24 Mon 4/8/24 660
662 Pour Concrete 1 day Tue 4/9/24 Tue 4/9/24 661
663 Strip Formwork 1 day Mon 4/15/24 Mon 4/15/24 662FS+3 days
664 Superstructure 30 days Tue 4/16/24 Mon 5/27/24
665 EBP Install 1 day Tue 4/16/24 Tue 4/16/24 663
666 Install Girders 2 days Wed 4/17/24 Thu 4/18/24 665
667 5" Precast Deck Panel Install 7 days Fri 4/19/24 Mon 4/29/24 666
668 Formwork Install 7 days Tue 4/30/24 Wed 5/8/24 667
669 Rebar Install 7 days Tue 4/30/24 Wed 5/8/24 667
670 Concrete Deck Pour 1 day Tue 5/21/24 Tue 5/21/24 669FS+8 days
671 Strip Formwork 1 day Mon 5/27/24 Mon 5/27/24 670FS+3 days
672 Span 34 53 days Wed 3/20/24 Fri 5/31/24
673 Advancing Rail System 5 days Wed 3/20/24 Tue 3/26/24
674 ARS Install 5 days Wed 3/20/24 Tue 3/26/24 636
675 Foundation 4 days Tue 4/2/24 Fri 4/5/24
676 Install Temp. Structure 1 day Tue 4/2/24 Tue 4/2/24 658
677 54" Pile Install 3 days Wed 4/3/24 Fri 4/5/24 676
678 Substructure 10 days Mon 4/8/24 Fri 4/19/24
679 Install Formwork 1 day Mon 4/8/24 Mon 4/8/24 677
680 Install Rebar 4 days Tue 4/9/24 Fri 4/12/24 679
681 Pour Concrete 1 day Mon 4/15/24 Mon 4/15/24 680
682 Strip Formwork 1 day Fri 4/19/24 Fri 4/19/24 681FS+3 days
683 Superstructure 30 days Mon 4/22/24 Fri 5/31/24
684 EBP Install 1 day Mon 4/22/24 Mon 4/22/24 682
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
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Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
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Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 13
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
685 Install Girders 2 days Tue 4/23/24 Wed 4/24/24 684
686 5" Precast Deck Panel Install 7 days Thu 4/25/24 Fri 5/3/24 685
687 Formwork Install 7 days Mon 5/6/24 Tue 5/14/24 686
688 Rebar Install 7 days Mon 5/6/24 Tue 5/14/24 686
689 Concrete Deck Pour 1 day Mon 5/27/24 Mon 5/27/24 688FS+8 days
690 Strip Formwork 1 day Fri 5/31/24 Fri 5/31/24 689FS+3 days
691 Span 35 52 days Wed 3/27/24 Thu 6/6/24
692 Advancing Rail System 5 days Wed 3/27/24 Tue 4/2/24
693 ARS Install 5 days Wed 3/27/24 Tue 4/2/24 674
694 Foundation 4 days Mon 4/8/24 Thu 4/11/24
695 Install Temp. Structure 1 day Mon 4/8/24 Mon 4/8/24 677
696 54" Pile Install 3 days Tue 4/9/24 Thu 4/11/24 695
697 Substructure 10 days Fri 4/12/24 Thu 4/25/24
698 Install Formwork 1 day Fri 4/12/24 Fri 4/12/24 696
699 Install Rebar 4 days Mon 4/15/24 Thu 4/18/24 698
700 Pour Concrete 1 day Fri 4/19/24 Fri 4/19/24 699
701 Strip Formwork 1 day Thu 4/25/24 Thu 4/25/24 700FS+3 days
702 Superstructure 30 days Fri 4/26/24 Thu 6/6/24
703 EBP Install 1 day Fri 4/26/24 Fri 4/26/24 701
704 Install Girders 2 days Mon 4/29/24 Tue 4/30/24 703
705 5" Precast Deck Panel Install 7 days Wed 5/1/24 Thu 5/9/24 704
706 Formwork Install 7 days Fri 5/10/24 Mon 5/20/24 705
707 Rebar Install 7 days Fri 5/10/24 Mon 5/20/24 705
708 Concrete Deck Pour 1 day Fri 5/31/24 Fri 5/31/24 707FS+8 days
709 Strip Formwork 1 day Thu 6/6/24 Thu 6/6/24 708FS+3 days
710 Span 36 51 days Wed 4/3/24 Wed 6/12/24
711 Advancing Rail System 5 days Wed 4/3/24 Tue 4/9/24
712 ARS Install 5 days Wed 4/3/24 Tue 4/9/24 693
713 Foundation 4 days Fri 4/12/24 Wed 4/17/24
714 Install Temp. Structure 1 day Fri 4/12/24 Fri 4/12/24 696
715 54" Pile Install 3 days Mon 4/15/24 Wed 4/17/24 714
716 Substructure 10 days Thu 4/18/24 Wed 5/1/24
717 Install Formwork 1 day Thu 4/18/24 Thu 4/18/24 715
718 Install Rebar 4 days Fri 4/19/24 Wed 4/24/24 717
719 Pour Concrete 1 day Thu 4/25/24 Thu 4/25/24 718
720 Strip Formwork 1 day Wed 5/1/24 Wed 5/1/24 719FS+3 days
721 Superstructure 30 days Thu 5/2/24 Wed 6/12/24
722 EBP Install 1 day Thu 5/2/24 Thu 5/2/24 720
723 Install Girders 2 days Fri 5/3/24 Mon 5/6/24 722
724 5" Precast Deck Panel Install 7 days Tue 5/7/24 Wed 5/15/24 723
725 Formwork Install 7 days Thu 5/16/24 Fri 5/24/24 724
726 Rebar Install 7 days Thu 5/16/24 Fri 5/24/24 724
727 Concrete Deck Pour 1 day Thu 6/6/24 Thu 6/6/24 726FS+8 days
728 Strip Formwork 1 day Wed 6/12/24 Wed 6/12/24 727FS+3 days
729 Span 37 50 days Wed 4/10/24 Tue 6/18/24
730 Advancing Rail System 5 days Wed 4/10/24 Tue 4/16/24
731 ARS Install 5 days Wed 4/10/24 Tue 4/16/24 712
732 Foundation 4 days Thu 4/18/24 Tue 4/23/24
733 Install Temp. Structure 1 day Thu 4/18/24 Thu 4/18/24 715
734 54" Pile Install 3 days Fri 4/19/24 Tue 4/23/24 733
735 Substructure 10 days Wed 4/24/24 Tue 5/7/24
736 Install Formwork 1 day Wed 4/24/24 Wed 4/24/24 734
737 Install Rebar 4 days Thu 4/25/24 Tue 4/30/24 736
738 Pour Concrete 1 day Wed 5/1/24 Wed 5/1/24 737
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 14
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
739 Strip Formwork 1 day Tue 5/7/24 Tue 5/7/24 738FS+3 days
740 Superstructure 30 days Wed 5/8/24 Tue 6/18/24
741 EBP Install 1 day Wed 5/8/24 Wed 5/8/24 739
742 Install Girders 2 days Thu 5/9/24 Fri 5/10/24 741
743 5" Precast Deck Panel Install 7 days Mon 5/13/24 Tue 5/21/24 742
744 Formwork Install 7 days Wed 5/22/24 Thu 5/30/24 743
745 Rebar Install 7 days Wed 5/22/24 Thu 5/30/24 743
746 Concrete Deck Pour 1 day Wed 6/12/24 Wed 6/12/24 745FS+8 days
747 Strip Formwork 1 day Tue 6/18/24 Tue 6/18/24 746FS+3 days
748 Span 38 49 days Wed 4/17/24 Mon 6/24/24
749 Advancing Rail System 5 days Wed 4/17/24 Tue 4/23/24
750 ARS Install 5 days Wed 4/17/24 Tue 4/23/24 731
751 Foundation 4 days Wed 4/24/24 Mon 4/29/24
752 Install Temp. Structure 1 day Wed 4/24/24 Wed 4/24/24 734
753 54" Pile Install 3 days Thu 4/25/24 Mon 4/29/24 752
754 Substructure 10 days Tue 4/30/24 Mon 5/13/24
755 Install Formwork 1 day Tue 4/30/24 Tue 4/30/24 753
756 Install Rebar 4 days Wed 5/1/24 Mon 5/6/24 755
757 Pour Concrete 1 day Tue 5/7/24 Tue 5/7/24 756
758 Strip Formwork 1 day Mon 5/13/24 Mon 5/13/24 757FS+3 days
759 Superstructure 30 days Tue 5/14/24 Mon 6/24/24
760 EBP Install 1 day Tue 5/14/24 Tue 5/14/24 758
761 Install Girders 2 days Wed 5/15/24 Thu 5/16/24 760
762 5" Precast Deck Panel Install 7 days Fri 5/17/24 Mon 5/27/24 761
763 Formwork Install 7 days Tue 5/28/24 Wed 6/5/24 762
764 Rebar Install 7 days Tue 5/28/24 Wed 6/5/24 762
765 Concrete Deck Pour 1 day Tue 6/18/24 Tue 6/18/24 764FS+8 days
766 Strip Formwork 1 day Mon 6/24/24 Mon 6/24/24 765FS+3 days
767 Span 39 48 days Wed 4/24/24 Fri 6/28/24
768 Advancing Rail System 5 days Wed 4/24/24 Tue 4/30/24
769 ARS Install 5 days Wed 4/24/24 Tue 4/30/24 750
770 Foundation 4 days Tue 4/30/24 Fri 5/3/24
771 Install Temp. Structure 1 day Tue 4/30/24 Tue 4/30/24 753
772 54" Pile Install 3 days Wed 5/1/24 Fri 5/3/24 771
773 Substructure 10 days Mon 5/6/24 Fri 5/17/24
774 Install Formwork 1 day Mon 5/6/24 Mon 5/6/24 772
775 Install Rebar 4 days Tue 5/7/24 Fri 5/10/24 774
776 Pour Concrete 1 day Mon 5/13/24 Mon 5/13/24 775
777 Strip Formwork 1 day Fri 5/17/24 Fri 5/17/24 776FS+3 days
778 Superstructure 30 days Mon 5/20/24 Fri 6/28/24
779 EBP Install 1 day Mon 5/20/24 Mon 5/20/24 777
780 Install Girders 2 days Tue 5/21/24 Wed 5/22/24 779
781 5" Precast Deck Panel Install 7 days Thu 5/23/24 Fri 5/31/24 780
782 Formwork Install 7 days Mon 6/3/24 Tue 6/11/24 781
783 Rebar Install 7 days Mon 6/3/24 Tue 6/11/24 781
784 Concrete Deck Pour 1 day Mon 6/24/24 Mon 6/24/24 783FS+8 days
785 Strip Formwork 1 day Fri 6/28/24 Fri 6/28/24 784FS+3 days
786 Span 40 44 days Wed 5/1/24 Mon 7/1/24
787 Advancing Rail System 5 days Wed 5/1/24 Tue 5/7/24
788 ARS Install 5 days Wed 5/1/24 Tue 5/7/24 769
789 Foundation 4 days Wed 5/1/24 Mon 5/6/24
790 Install Temp. Structure 1 day Wed 5/1/24 Wed 5/1/24 771
791 54" Pile Install 3 days Thu 5/2/24 Mon 5/6/24 790
792 Substructure 10 days Tue 5/7/24 Mon 5/20/24
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
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Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 15
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
793 Install Formwork 1 day Tue 5/7/24 Tue 5/7/24 791
794 Install Rebar 4 days Wed 5/8/24 Mon 5/13/24 793
795 Pour Concrete 1 day Tue 5/14/24 Tue 5/14/24 794
796 Strip Formwork 1 day Mon 5/20/24 Mon 5/20/24 795FS+3 days
797 Superstructure 30 days Tue 5/21/24 Mon 7/1/24
798 EBP Install 1 day Tue 5/21/24 Tue 5/21/24 796
799 Install Girders 2 days Wed 5/22/24 Thu 5/23/24 798
800 5" Precast Deck Panel Install 7 days Fri 5/24/24 Mon 6/3/24 799
801 Formwork Install 7 days Tue 6/4/24 Wed 6/12/24 800
802 Rebar Install 7 days Tue 6/4/24 Wed 6/12/24 800
803 Concrete Deck Pour 1 day Tue 6/25/24 Tue 6/25/24 802FS+8 days
804 Strip Formwork 1 day Mon 7/1/24 Mon 7/1/24 803FS+3 days
805 Span 41 44 days Tue 5/7/24 Fri 7/5/24
806 Advancing Rail System 1 day Wed 5/8/24 Wed 5/8/24
807 ARS Install 1 day Wed 5/8/24 Wed 5/8/24 788
808 Foundation 4 days Tue 5/7/24 Fri 5/10/24
809 Install Temp. Structure 1 day Tue 5/7/24 Tue 5/7/24 791
810 54" Pile Install 3 days Wed 5/8/24 Fri 5/10/24 809
811 Substructure 10 days Mon 5/13/24 Fri 5/24/24
812 Install Formwork 1 day Mon 5/13/24 Mon 5/13/24 810
813 Install Rebar 4 days Tue 5/14/24 Fri 5/17/24 812
814 Pour Concrete 1 day Mon 5/20/24 Mon 5/20/24 813
815 Strip Formwork 1 day Fri 5/24/24 Fri 5/24/24 814FS+3 days
816 Superstructure 30 days Mon 5/27/24 Fri 7/5/24
817 EBP Install 1 day Mon 5/27/24 Mon 5/27/24 815
818 Install Girders 2 days Tue 5/28/24 Wed 5/29/24 817
819 5" Precast Deck Panel Install 7 days Thu 5/30/24 Fri 6/7/24 818
820 Formwork Install 7 days Mon 6/10/24 Tue 6/18/24 819
821 Rebar Install 7 days Mon 6/10/24 Tue 6/18/24 819
822 Concrete Deck Pour 1 day Mon 7/1/24 Mon 7/1/24 821FS+8 days
823 Strip Formwork 1 day Fri 7/5/24 Fri 7/5/24 822FS+3 days
824 Span 42 46 days Thu 5/9/24 Thu 7/11/24
825 Advancing Rail System 1 day Thu 5/9/24 Thu 5/9/24
826 ARS Install 1 day Thu 5/9/24 Thu 5/9/24 807
827 Foundation 4 days Mon 5/13/24 Thu 5/16/24
828 Install Temp. Structure 1 day Mon 5/13/24 Mon 5/13/24 810
829 54" Pile Install 3 days Tue 5/14/24 Thu 5/16/24 828
830 Substructure 10 days Fri 5/17/24 Thu 5/30/24
831 Install Formwork 1 day Fri 5/17/24 Fri 5/17/24 829
832 Install Rebar 4 days Mon 5/20/24 Thu 5/23/24 831
833 Pour Concrete 1 day Fri 5/24/24 Fri 5/24/24 832
834 Strip Formwork 1 day Thu 5/30/24 Thu 5/30/24 833FS+3 days
835 Superstructure 30 days Fri 5/31/24 Thu 7/11/24
836 EBP Install 1 day Fri 5/31/24 Fri 5/31/24 834
837 Install Girders 2 days Mon 6/3/24 Tue 6/4/24 836
838 5" Precast Deck Panel Install 7 days Wed 6/5/24 Thu 6/13/24 837
839 Formwork Install 7 days Fri 6/14/24 Mon 6/24/24 838
840 Rebar Install 7 days Fri 6/14/24 Mon 6/24/24 838
841 Concrete Deck Pour 1 day Fri 7/5/24 Fri 7/5/24 840FS+8 days
842 Strip Formwork 1 day Thu 7/11/24 Thu 7/11/24 841FS+3 days
843 Span 43 49 days Fri 5/10/24 Wed 7/17/24
844 Advancing Rail System 1 day Fri 5/10/24 Fri 5/10/24
845 ARS Install 1 day Fri 5/10/24 Fri 5/10/24 826
846 Foundation 4 days Fri 5/17/24 Wed 5/22/24
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
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Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
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Manual Summary
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External Milestone
Deadline
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Critical Split
Progress
Manual Progress
Page 16
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
847 Install Temp. Structure 1 day Fri 5/17/24 Fri 5/17/24 829
848 54" Pile Install 3 days Mon 5/20/24 Wed 5/22/24 847
849 Substructure 10 days Thu 5/23/24 Wed 6/5/24
850 Install Formwork 1 day Thu 5/23/24 Thu 5/23/24 848
851 Install Rebar 4 days Fri 5/24/24 Wed 5/29/24 850
852 Pour Concrete 1 day Thu 5/30/24 Thu 5/30/24 851
853 Strip Formwork 1 day Wed 6/5/24 Wed 6/5/24 852FS+3 days
854 Superstructure 30 days Thu 6/6/24 Wed 7/17/24
855 EBP Install 1 day Thu 6/6/24 Thu 6/6/24 853
856 Install Girders 2 days Fri 6/7/24 Mon 6/10/24 855
857 5" Precast Deck Panel Install 7 days Tue 6/11/24 Wed 6/19/24 856
858 Formwork Install 7 days Thu 6/20/24 Fri 6/28/24 857
859 Rebar Install 7 days Thu 6/20/24 Fri 6/28/24 857
860 Concrete Deck Pour 1 day Thu 7/11/24 Thu 7/11/24 859FS+8 days
861 Strip Formwork 1 day Wed 7/17/24 Wed 7/17/24 860FS+3 days
862 Span 44 52 days Mon 5/13/24 Tue 7/23/24
863 Advancing Rail System 5 days Mon 5/13/24 Fri 5/17/24
864 ARS Install 5 days Mon 5/13/24 Fri 5/17/24 845
865 Foundation 4 days Thu 5/23/24 Tue 5/28/24
866 Install Temp. Structure 1 day Thu 5/23/24 Thu 5/23/24 848
867 54" Pile Install 3 days Fri 5/24/24 Tue 5/28/24 866
868 Substructure 10 days Wed 5/29/24 Tue 6/11/24
869 Install Formwork 1 day Wed 5/29/24 Wed 5/29/24 867
870 Install Rebar 4 days Thu 5/30/24 Tue 6/4/24 869
871 Pour Concrete 1 day Wed 6/5/24 Wed 6/5/24 870
872 Strip Formwork 1 day Tue 6/11/24 Tue 6/11/24 871FS+3 days
873 Superstructure 30 days Wed 6/12/24 Tue 7/23/24
874 EBP Install 1 day Wed 6/12/24 Wed 6/12/24 872
875 Install Girders 2 days Thu 6/13/24 Fri 6/14/24 874
876 5" Precast Deck Panel Install 7 days Mon 6/17/24 Tue 6/25/24 875
877 Formwork Install 7 days Wed 6/26/24 Thu 7/4/24 876
878 Rebar Install 7 days Wed 6/26/24 Thu 7/4/24 876
879 Concrete Deck Pour 1 day Wed 7/17/24 Wed 7/17/24 878FS+8 days
880 Strip Formwork 1 day Tue 7/23/24 Tue 7/23/24 879FS+3 days
881 Span 45 51 days Mon 5/20/24 Mon 7/29/24
882 Advancing Rail System 2 days Mon 5/20/24 Tue 5/21/24
883 ARS Install 2 days Mon 5/20/24 Tue 5/21/24 864
884 Foundation 4 days Wed 5/29/24 Mon 6/3/24
885 Install Temp. Structure 1 day Wed 5/29/24 Wed 5/29/24 867
886 54" Pile Install 3 days Thu 5/30/24 Mon 6/3/24 885
887 Substructure 10 days Tue 6/4/24 Mon 6/17/24
888 Install Formwork 1 day Tue 6/4/24 Tue 6/4/24 886
889 Install Rebar 4 days Wed 6/5/24 Mon 6/10/24 888
890 Pour Concrete 1 day Tue 6/11/24 Tue 6/11/24 889
891 Strip Formwork 1 day Mon 6/17/24 Mon 6/17/24 890FS+3 days
892 Superstructure 30 days Tue 6/18/24 Mon 7/29/24
893 EBP Install 1 day Tue 6/18/24 Tue 6/18/24 891
894 Install Girders 2 days Wed 6/19/24 Thu 6/20/24 893
895 5" Precast Deck Panel Install 7 days Fri 6/21/24 Mon 7/1/24 894
896 Formwork Install 7 days Tue 7/2/24 Wed 7/10/24 895
897 Rebar Install 7 days Tue 7/2/24 Wed 7/10/24 895
898 Concrete Deck Pour 1 day Tue 7/23/24 Tue 7/23/24 897FS+8 days
899 Strip Formwork 1 day Mon 7/29/24 Mon 7/29/24 898FS+3 days
900 Span 46 53 days Wed 5/22/24 Fri 8/2/24
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Project Summary
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Inactive Milestone
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Start-only
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External Milestone
Deadline
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Critical Split
Progress
Manual Progress
Page 17
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
901 Advancing Rail System 2 days Wed 5/22/24 Thu 5/23/24
902 ARS Install 2 days Wed 5/22/24 Thu 5/23/24 883
903 Foundation 4 days Tue 6/4/24 Fri 6/7/24
904 Install Temp. Structure 1 day Tue 6/4/24 Tue 6/4/24 886
905 54" Pile Install 3 days Wed 6/5/24 Fri 6/7/24 904
906 Substructure 10 days Mon 6/10/24 Fri 6/21/24
907 Install Formwork 1 day Mon 6/10/24 Mon 6/10/24 905
908 Install Rebar 4 days Tue 6/11/24 Fri 6/14/24 907
909 Pour Concrete 1 day Mon 6/17/24 Mon 6/17/24 908
910 Strip Formwork 1 day Fri 6/21/24 Fri 6/21/24 909FS+3 days
911 Superstructure 30 days Mon 6/24/24 Fri 8/2/24
912 EBP Install 1 day Mon 6/24/24 Mon 6/24/24 910
913 Install Girders 2 days Tue 6/25/24 Wed 6/26/24 912
914 5" Precast Deck Panel Install 7 days Thu 6/27/24 Fri 7/5/24 913
915 Formwork Install 7 days Mon 7/8/24 Tue 7/16/24 914
916 Rebar Install 7 days Mon 7/8/24 Tue 7/16/24 914
917 Concrete Deck Pour 1 day Mon 7/29/24 Mon 7/29/24 916FS+8 days
918 Strip Formwork 1 day Fri 8/2/24 Fri 8/2/24 917FS+3 days
919 Span 47 55 days Fri 5/24/24 Thu 8/8/24
920 Advancing Rail System 5 days Fri 5/24/24 Thu 5/30/24
921 ARS Install 5 days Fri 5/24/24 Thu 5/30/24 902
922 Foundation 4 days Mon 6/10/24 Thu 6/13/24
923 Install Temp. Structure 1 day Mon 6/10/24 Mon 6/10/24 905
924 54" Pile Install 3 days Tue 6/11/24 Thu 6/13/24 923
925 Substructure 10 days Fri 6/14/24 Thu 6/27/24
926 Install Formwork 1 day Fri 6/14/24 Fri 6/14/24 924
927 Install Rebar 4 days Mon 6/17/24 Thu 6/20/24 926
928 Pour Concrete 1 day Fri 6/21/24 Fri 6/21/24 927
929 Strip Formwork 1 day Thu 6/27/24 Thu 6/27/24 928FS+3 days
930 Superstructure 30 days Fri 6/28/24 Thu 8/8/24
931 EBP Install 1 day Fri 6/28/24 Fri 6/28/24 929
932 Install Girders 2 days Mon 7/1/24 Tue 7/2/24 931
933 5" Precast Deck Panel Install 7 days Wed 7/3/24 Thu 7/11/24 932
934 Formwork Install 7 days Fri 7/12/24 Mon 7/22/24 933
935 Rebar Install 7 days Fri 7/12/24 Mon 7/22/24 933
936 Concrete Deck Pour 1 day Fri 8/2/24 Fri 8/2/24 935FS+8 days
937 Strip Formwork 1 day Thu 8/8/24 Thu 8/8/24 936FS+3 days
938 Span 48 54 days Fri 5/31/24 Wed 8/14/24
939 Advancing Rail System 5 days Fri 5/31/24 Thu 6/6/24
940 ARS Install 5 days Fri 5/31/24 Thu 6/6/24 921
941 Foundation 4 days Fri 6/14/24 Wed 6/19/24
942 Install Temp. Structure 1 day Fri 6/14/24 Fri 6/14/24 924
943 54" Pile Install 3 days Mon 6/17/24 Wed 6/19/24 942
944 Substructure 10 days Thu 6/20/24 Wed 7/3/24
945 Install Formwork 1 day Thu 6/20/24 Thu 6/20/24 943
946 Install Rebar 4 days Fri 6/21/24 Wed 6/26/24 945
947 Pour Concrete 1 day Thu 6/27/24 Thu 6/27/24 946
948 Strip Formwork 1 day Wed 7/3/24 Wed 7/3/24 947FS+3 days
949 Superstructure 30 days Thu 7/4/24 Wed 8/14/24
950 EBP Install 1 day Thu 7/4/24 Thu 7/4/24 948
951 Install Girders 2 days Fri 7/5/24 Mon 7/8/24 950
952 5" Precast Deck Panel Install 7 days Tue 7/9/24 Wed 7/17/24 951
953 Formwork Install 7 days Thu 7/18/24 Fri 7/26/24 952
954 Rebar Install 7 days Thu 7/18/24 Fri 7/26/24 952
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
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Project Summary
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Inactive Milestone
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External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 18
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
955 Concrete Deck Pour 1 day Thu 8/8/24 Thu 8/8/24 954FS+8 days
956 Strip Formwork 1 day Wed 8/14/24 Wed 8/14/24 955FS+3 days
957 Span 49 53 days Fri 6/7/24 Tue 8/20/24
958 Advancing Rail System 5 days Fri 6/7/24 Thu 6/13/24
959 ARS Install 5 days Fri 6/7/24 Thu 6/13/24 940
960 Foundation 4 days Thu 6/20/24 Tue 6/25/24
961 Install Temp. Structure 1 day Thu 6/20/24 Thu 6/20/24 943
962 54" Pile Install 3 days Fri 6/21/24 Tue 6/25/24 961
963 Substructure 10 days Wed 6/26/24 Tue 7/9/24
964 Install Formwork 1 day Wed 6/26/24 Wed 6/26/24 962
965 Install Rebar 4 days Thu 6/27/24 Tue 7/2/24 964
966 Pour Concrete 1 day Wed 7/3/24 Wed 7/3/24 965
967 Strip Formwork 1 day Tue 7/9/24 Tue 7/9/24 966FS+3 days
968 Superstructure 30 days Wed 7/10/24 Tue 8/20/24
969 EBP Install 1 day Wed 7/10/24 Wed 7/10/24 967
970 Install Girders 2 days Thu 7/11/24 Fri 7/12/24 969
971 5" Precast Deck Panel Install 7 days Mon 7/15/24 Tue 7/23/24 970
972 Formwork Install 7 days Wed 7/24/24 Thu 8/1/24 971
973 Rebar Install 7 days Wed 7/24/24 Thu 8/1/24 971
974 Concrete Deck Pour 1 day Wed 8/14/24 Wed 8/14/24 973FS+8 days
975 Strip Formwork 1 day Tue 8/20/24 Tue 8/20/24 974FS+3 days
976 Span 50 52 days Fri 6/14/24 Mon 8/26/24
977 Advancing Rail System 5 days Fri 6/14/24 Thu 6/20/24
978 ARS Install 5 days Fri 6/14/24 Thu 6/20/24 959
979 Foundation 4 days Wed 6/26/24 Mon 7/1/24
980 Install Temp. Structure 1 day Wed 6/26/24 Wed 6/26/24 962
981 54" Pile Install 3 days Thu 6/27/24 Mon 7/1/24 980
982 Substructure 10 days Tue 7/2/24 Mon 7/15/24
983 Install Formwork 1 day Tue 7/2/24 Tue 7/2/24 981
984 Install Rebar 4 days Wed 7/3/24 Mon 7/8/24 983
985 Pour Concrete 1 day Tue 7/9/24 Tue 7/9/24 984
986 Strip Formwork 1 day Mon 7/15/24 Mon 7/15/24 985FS+3 days
987 Superstructure 30 days Tue 7/16/24 Mon 8/26/24
988 EBP Install 1 day Tue 7/16/24 Tue 7/16/24 986
989 Install Girders 2 days Wed 7/17/24 Thu 7/18/24 988
990 5" Precast Deck Panel Install 7 days Fri 7/19/24 Mon 7/29/24 989
991 Formwork Install 7 days Tue 7/30/24 Wed 8/7/24 990
992 Rebar Install 7 days Tue 7/30/24 Wed 8/7/24 990
993 Concrete Deck Pour 1 day Tue 8/20/24 Tue 8/20/24 992FS+8 days
994 Strip Formwork 1 day Mon 8/26/24 Mon 8/26/24 993FS+3 days
995 Span 51 51 days Fri 6/21/24 Fri 8/30/24
996 Advancing Rail System 5 days Fri 6/21/24 Thu 6/27/24
997 ARS Install 5 days Fri 6/21/24 Thu 6/27/24 978
998 Foundation 4 days Tue 7/2/24 Fri 7/5/24
999 Install Temp. Structure 1 day Tue 7/2/24 Tue 7/2/24 981
1000 54" Pile Install 3 days Wed 7/3/24 Fri 7/5/24 999
1001 Substructure 10 days Mon 7/8/24 Fri 7/19/24
1002 Install Formwork 1 day Mon 7/8/24 Mon 7/8/24 1000
1003 Install Rebar 4 days Tue 7/9/24 Fri 7/12/24 1002
1004 Pour Concrete 1 day Mon 7/15/24 Mon 7/15/24 1003
1005 Strip Formwork 1 day Fri 7/19/24 Fri 7/19/24 1004FS+3 days
1006 Superstructure 30 days Mon 7/22/24 Fri 8/30/24
1007 EBP Install 1 day Mon 7/22/24 Mon 7/22/24 1005
1008 Install Girders 2 days Tue 7/23/24 Wed 7/24/24 1007
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Project Summary
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Inactive Milestone
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External Milestone
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Progress
Manual Progress
Page 19
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1009 5" Precast Deck Panel Install 7 days Thu 7/25/24 Fri 8/2/24 1008
1010 Formwork Install 7 days Mon 8/5/24 Tue 8/13/24 1009
1011 Rebar Install 7 days Mon 8/5/24 Tue 8/13/24 1009
1012 Concrete Deck Pour 1 day Mon 8/26/24 Mon 8/26/24 1011FS+8 days
1013 Strip Formwork 1 day Fri 8/30/24 Fri 8/30/24 1012FS+3 days
1014 Span 52 50 days Fri 6/28/24 Thu 9/5/24
1015 Advancing Rail System 5 days Fri 6/28/24 Thu 7/4/24
1016 ARS Install 5 days Fri 6/28/24 Thu 7/4/24 997
1017 Foundation 4 days Mon 7/8/24 Thu 7/11/24
1018 Install Temp. Structure 1 day Mon 7/8/24 Mon 7/8/24 1000
1019 54" Pile Install 3 days Tue 7/9/24 Thu 7/11/24 1018
1020 Substructure 10 days Fri 7/12/24 Thu 7/25/24
1021 Install Formwork 1 day Fri 7/12/24 Fri 7/12/24 1019
1022 Install Rebar 4 days Mon 7/15/24 Thu 7/18/24 1021
1023 Pour Concrete 1 day Fri 7/19/24 Fri 7/19/24 1022
1024 Strip Formwork 1 day Thu 7/25/24 Thu 7/25/24 1023FS+3 days
1025 Superstructure 30 days Fri 7/26/24 Thu 9/5/24
1026 EBP Install 1 day Fri 7/26/24 Fri 7/26/24 1024
1027 Install Girders 2 days Mon 7/29/24 Tue 7/30/24 1026
1028 5" Precast Deck Panel Install 7 days Wed 7/31/24 Thu 8/8/24 1027
1029 Formwork Install 7 days Fri 8/9/24 Mon 8/19/24 1028
1030 Rebar Install 7 days Fri 8/9/24 Mon 8/19/24 1028
1031 Concrete Deck Pour 1 day Fri 8/30/24 Fri 8/30/24 1030FS+8 days
1032 Strip Formwork 1 day Thu 9/5/24 Thu 9/5/24 1031FS+3 days
1033 Span 53 49 days Fri 7/5/24 Wed 9/11/24
1034 Advancing Rail System 5 days Fri 7/5/24 Thu 7/11/24
1035 ARS Install 5 days Fri 7/5/24 Thu 7/11/24 1016
1036 Foundation 4 days Fri 7/12/24 Wed 7/17/24
1037 Install Temp. Structure 1 day Fri 7/12/24 Fri 7/12/24 1019
1038 54" Pile Install 3 days Mon 7/15/24 Wed 7/17/24 1037
1039 Substructure 10 days Thu 7/18/24 Wed 7/31/24
1040 Install Formwork 1 day Thu 7/18/24 Thu 7/18/24 1038
1041 Install Rebar 4 days Fri 7/19/24 Wed 7/24/24 1040
1042 Pour Concrete 1 day Thu 7/25/24 Thu 7/25/24 1041
1043 Strip Formwork 1 day Wed 7/31/24 Wed 7/31/24 1042FS+3 days
1044 Superstructure 30 days Thu 8/1/24 Wed 9/11/24
1045 EBP Install 1 day Thu 8/1/24 Thu 8/1/24 1043
1046 Install Girders 2 days Fri 8/2/24 Mon 8/5/24 1045
1047 5" Precast Deck Panel Install 7 days Tue 8/6/24 Wed 8/14/24 1046
1048 Formwork Install 7 days Thu 8/15/24 Fri 8/23/24 1047
1049 Rebar Install 7 days Thu 8/15/24 Fri 8/23/24 1047
1050 Concrete Deck Pour 1 day Thu 9/5/24 Thu 9/5/24 1049FS+8 days
1051 Strip Formwork 1 day Wed 9/11/24 Wed 9/11/24 1050FS+3 days
1052 Span 54 48 days Fri 7/12/24 Tue 9/17/24
1053 Advancing Rail System 5 days Fri 7/12/24 Thu 7/18/24
1054 ARS Install 5 days Fri 7/12/24 Thu 7/18/24 1035
1055 Foundation 4 days Thu 7/18/24 Tue 7/23/24
1056 Install Temp. Structure 1 day Thu 7/18/24 Thu 7/18/24 1038
1057 54" Pile Install 3 days Fri 7/19/24 Tue 7/23/24 1056
1058 Substructure 10 days Wed 7/24/24 Tue 8/6/24
1059 Install Formwork 1 day Wed 7/24/24 Wed 7/24/24 1057
1060 Install Rebar 4 days Thu 7/25/24 Tue 7/30/24 1059
1061 Pour Concrete 1 day Wed 7/31/24 Wed 7/31/24 1060
1062 Strip Formwork 1 day Tue 8/6/24 Tue 8/6/24 1061FS+3 days
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
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Page 20
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1063 Superstructure 30 days Wed 8/7/24 Tue 9/17/24
1064 EBP Install 1 day Wed 8/7/24 Wed 8/7/24 1062
1065 Install Girders 2 days Thu 8/8/24 Fri 8/9/24 1064
1066 5" Precast Deck Panel Install 7 days Mon 8/12/24 Tue 8/20/24 1065
1067 Formwork Install 7 days Wed 8/21/24 Thu 8/29/24 1066
1068 Rebar Install 7 days Wed 8/21/24 Thu 8/29/24 1066
1069 Concrete Deck Pour 1 day Wed 9/11/24 Wed 9/11/24 1068FS+8 days
1070 Strip Formwork 1 day Tue 9/17/24 Tue 9/17/24 1069FS+3 days
1071 North End 332 days Wed 4/26/23 Tue 9/17/24 23
1072 Site Development 61 days Wed 4/26/23 Thu 8/10/23 23
1073 Clearing and Grubbing 15 days Wed 4/26/23 Fri 5/19/23 23
1074 Site Base Stone and Sand Laydown8 days Tue 5/23/23 Mon 6/5/23 1073
1075 Installation of Jersey Barriers 5 days Tue 6/6/23 Thu 6/15/23 1074
1076 Equipment Moblization 15 days Fri 6/16/23 Wed 7/12/23 1075
1077 Utility Work 10 days Thu 7/13/23 Mon 7/31/23 1076
1078 Required Earthwork for End Bent 218 days Thu 7/13/23 Thu 8/10/23 1076
1079 Span 107 97 days Wed 4/26/23 Tue 10/10/23
1080 Advancing Rail System 29 days Wed 4/26/23 Fri 6/16/23
1081 Installation of Advancing Rail
System
7 days Wed 4/26/23 Fri 5/5/23
1082 Installation of Equipment and
Material Pads
7 days Tue 5/9/23 Thu 5/18/23 1081
1083 Placement of Cranes on Pads 5 days Fri 5/19/23 Fri 5/26/23 1082
1084 Installation of Tripping Frame 5 days Tue 5/30/23 Tue 6/6/23 1083
1085 Installation of Gantry Cranes 5 days Mon 6/12/23 Fri 6/16/23 1084
1086 Foundation 20 days Thu 7/13/23 Tue 8/15/23 1085
1087 Grading for End Bent 2 10 days Thu 7/13/23 Mon 7/31/23 1076
1088 Installation of Temporary
Structures
1 day Tue 8/1/23 Tue 8/1/23 1087
1089 30" Sq. Pile Installation for End
Bent 2
5 days Tue 8/1/23 Mon 8/7/23 1087
1090 30" Sq. Piles for Bent 107 5 days Tue 8/8/23 Tue 8/15/23 1089
1091 Substructure 16 days Tue 8/8/23 Fri 9/1/23
1092 Installation of Bent Cap Form
for End Bent 2
1 day Tue 8/8/23 Tue 8/8/23 1089
1093 Installation of Bent Cap Form
for Bent 107
1 day Wed 8/16/23 Wed 8/16/23 1090
1094 Rebar Install for End Bent 2 2 days Wed 8/9/23 Thu 8/10/23 1092
1095 Rebar Install for Bent 107 5 days Thu 8/17/23 Thu 8/24/23 1093
1096 Concrete Pour for End Bent 2 1 day Fri 8/11/23 Fri 8/11/23 1094
1097 Concrete Pour for Bent 107 1 day Fri 8/25/23 Fri 8/25/23 1095
1098 Strip Formwork for End Bent 2 1 day Wed 8/16/23 Wed 8/16/23 1096FS+1 day
1099 Strip Formwork for Bent 107 1 day Fri 9/1/23 Fri 9/1/23 1097FS+3 days
1100 Superstructure 33 days Thu 8/17/23 Tue 10/10/23
1101 Elastomeric Bearing Pad Install
for End Bent 2
1 day Thu 8/17/23 Thu 8/17/23 1098
1102 Elastomeric Bearing Pad Install
for Bent 107
1 day Tue 9/5/23 Tue 9/5/23 1099
1103 Girder Installation 1 day Wed 9/6/23 Wed 9/6/23 1102
1104 Hollow Core Slab Install 7 days Thu 9/7/23 Mon 9/18/23 1103
1105 Formwork for Concrete Deck 4 days Thu 9/7/23 Wed 9/13/23 1103
1106 Rebar Installation 5 days Tue 9/19/23 Mon 9/25/23 1104
1107 5" Concrete Deck Pour 1 day Tue 9/26/23 Tue 9/26/23 1106
1108 Strip Formwork 1 day Tue 10/10/23 Tue 10/10/23 1107FS+7 days
1109 Span 106 92 days Tue 5/9/23 Thu 10/12/23
1110 Advancing Rail System 7 days Tue 5/9/23 Thu 5/18/23
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Page 21
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1111 Installation of Advancing Rail
System
7 days Tue 5/9/23 Thu 5/18/23 1081
1112 Foundation 5 days Wed 8/16/23 Wed 8/23/23
1113 Installation of Tempoary
Structures
1 day Wed 8/16/23 Wed 8/16/23 1090
1114 30" Sq. Pile Install for Bent 106 5 days Wed 8/16/23 Wed 8/23/23 1090
1115 Substructure 9 days Thu 8/17/23 Wed 8/30/23
1116 Form Work Install for Bent Cap
106
1 day Thu 8/17/23 Thu 8/17/23 1098
1117 Rebar Install for Bent 106 3 days Fri 8/18/23 Wed 8/23/23 1116
1118 Concrete Pour for Bent 106 1 day Thu 8/24/23 Thu 8/24/23 1117
1119 Strip Formwork 1 day Wed 8/30/23 Wed 8/30/23 1118FS+3 days
1120 Superstructure 26 days Fri 9/1/23 Thu 10/12/23
1121 Elastomeric Bearing Pad Install
for Bent 107
1 day Fri 9/1/23 Fri 9/1/23 1119
1122 Girder Install for Span 106 2 days Tue 9/5/23 Wed 9/6/23 1121
1123 Hollow Core Spab Install for
Span 106
7 days Thu 9/7/23 Mon 9/18/23 1122
1124 Formwork for 5" Concrete Deck4 days Tue 9/19/23 Fri 9/22/23 1123
1125 Rebar Install 7 days Tue 9/19/23 Wed 9/27/23 1123
1126 Concrete Deck Pour 1 day Fri 9/29/23 Fri 9/29/23 1125
1127 Strip Formwork 1 day Thu 10/12/23 Thu 10/12/23 1126FS+7 days
1128 Span 105 93 days Fri 5/19/23 Wed 10/25/23 1111
1129 Advancing Rail System 7 days Fri 5/19/23 Wed 5/31/23
1130 Installation of Advancing Rail
System
7 days Fri 5/19/23 Wed 5/31/23 1111
1131 Foundation 5 days Thu 8/24/23 Wed 8/30/23
1132 Installation of Temporary
Structures
4 days Thu 8/24/23 Tue 8/29/23 1114
1133 30" Sq. Pile Install for Bent 105 5 days Thu 8/24/23 Wed 8/30/23 1114
1134 Substructure 10 days Fri 9/1/23 Mon 9/18/23
1135 Formwork Install for Bent Cap 1051 day Fri 9/1/23 Fri 9/1/23 1133
1136 Rebar Install for Bent 105 4 days Tue 9/5/23 Mon 9/11/23 1135
1137 Concrete Pour for Bent 105 1 day Tue 9/12/23 Tue 9/12/23 1136
1138 Strip Formwork 1 day Mon 9/18/23 Mon 9/18/23 1137FS+3 days
1139 Superstructure 24 days Tue 9/19/23 Wed 10/25/23 1138
1140 Elastomeric Bearing Pad Install
for Bent 105
1 day Tue 9/19/23 Tue 9/19/23 1138
1141 Girder Install for Span 105 2 days Wed 9/20/23 Thu 9/21/23 1140
1142 Hollow Core Slab Install 7 days Fri 9/22/23 Tue 10/3/23 1141
1143 Form Work for 5" Concrete Deck4 days Wed 10/4/23 Tue 10/10/23 1142
1144 Rebar Install 7 days Wed 10/4/23 Fri 10/13/23 1142
1145 Concrete Deck Pour 2 days Mon 10/16/23 Tue 10/17/23 1144
1146 Strip Formwork 1 day Wed 10/25/23 Wed 10/25/23 1145FS+4 days
1147 Span 104 95 days Fri 6/2/23 Wed 11/8/23 1130
1148 Advancing Rail System 7 days Fri 6/2/23 Thu 6/15/23
1149 Installation of Advancing Rail
System
7 days Fri 6/2/23 Thu 6/15/23 1130
1150 Foundation 6 days Fri 9/1/23 Tue 9/12/23 1133
1151 Installation of Tempoary
Structures
1 day Fri 9/1/23 Fri 9/1/23 1133
1152 30" Sq. Pile Install 5 days Tue 9/5/23 Tue 9/12/23 1151
1153 Substructure 9 days Wed 9/13/23 Mon 9/25/23
1154 Formwork Install for Bent Cap 43 days Wed 9/13/23 Fri 9/15/23 1152
1155 Rebar Install 3 days Mon 9/18/23 Wed 9/20/23 1154
1156 Concrete Pour for Bent Cap 4 1 day Thu 9/21/23 Thu 9/21/23 1155
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
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Page 22
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1157 Strip Formwork 2 days Fri 9/22/23 Mon 9/25/23 1156
1158 Superstructure 30 days Fri 9/22/23 Wed 11/8/23
1159 Elastomeric Bearing Pad Install 2 days Fri 9/22/23 Mon 9/25/23 1156
1160 Install Girders for Span 4 2 days Tue 9/26/23 Wed 9/27/23 1159
1161 Hollow Core Slab Install 7 days Fri 9/29/23 Tue 10/10/23 1160
1162 Formwork for 5" Concrete Deck4 days Wed 10/11/23 Mon 10/16/23 1161
1163 Rebar Install 7 days Wed 10/11/23 Thu 10/19/23 1161
1164 Concrete Deck Pour 2 days Fri 10/27/23 Mon 10/30/23 1163FS+4 days
1165 Strip Formwork 1 day Wed 11/8/23 Wed 11/8/23 1164FS+5 days
1166 Span 103 96 days Fri 6/16/23 Mon 11/20/23
1167 Advancing Rail System 9 days Fri 6/16/23 Fri 6/30/23
1168 ARS Install 9 days Fri 6/16/23 Fri 6/30/23 1149
1169 Foundation 7 days Wed 9/13/23 Thu 9/21/23
1170 Install Temporary Structures 2 days Wed 9/13/23 Thu 9/14/23 1152
1171 30" Sq. Pile Install 5 days Fri 9/15/23 Thu 9/21/23 1170
1172 Substructure 11 days Fri 9/22/23 Tue 10/10/23
1173 Install Formwork for Bent Cap 52 days Fri 9/22/23 Mon 9/25/23 1171
1174 Rebar Install 4 days Tue 9/26/23 Mon 10/2/23 1173
1175 Concrete Pour for Bent Cap 5 2 days Fri 9/29/23 Mon 10/2/23 1125
1176 Strip Formwork 2 days Fri 10/6/23 Tue 10/10/23 1175FS+3 days
1177 Superstructure 27 days Wed 10/11/23 Mon 11/20/23
1178 Elastomeric Bearing Pad Install 2 days Wed 10/11/23 Thu 10/12/23 1176
1179 Girder Install 3 days Fri 10/13/23 Tue 10/17/23 1178
1180 5" Precast Panel Install 7 days Wed 10/18/23 Fri 10/27/23 1179
1181 Formwork for Concrete Deck 5 days Mon 10/30/23 Fri 11/3/23 1180
1182 Rebar Install 7 days Mon 10/30/23 Wed 11/8/23 1180
1183 Concrete Pour 2 days Thu 11/9/23 Fri 11/10/23 1182
1184 Strip Formwork 2 days Fri 11/17/23 Mon 11/20/23 1183FS+4 days
1185 Span 102 93 days Mon 7/3/23 Wed 11/29/23
1186 Advancing Rail System 5 days Mon 7/3/23 Tue 7/11/23
1187 ARS Install 5 days Mon 7/3/23 Tue 7/11/23 1168
1188 Foundation 6 days Fri 9/22/23 Mon 10/2/23
1189 Install Temporary Structures 3 days Fri 9/22/23 Tue 9/26/23 1171
1190 54" Diameter Pile Install 3 days Wed 9/27/23 Mon 10/2/23 1189
1191 Substructure 14 days Tue 10/3/23 Tue 10/24/23
1192 Formwork Install for Bent Cap 1022 days Tue 10/3/23 Wed 10/4/23 1190
1193 Rebar Install 4 days Thu 10/5/23 Wed 10/11/23 1192
1194 Concrete Pour for Bent Cap 1022 days Thu 10/12/23 Fri 10/13/23 1193
1195 Strip Formwork 3 days Thu 10/19/23 Tue 10/24/23 1194FS+3 days
1196 Superstructure 24 days Wed 10/25/23 Wed 11/29/23
1197 Elastomeric Bearing Pad Install 2 days Wed 10/25/23 Thu 10/26/23 1195
1198 Girder Install for Span 102 2 days Fri 10/27/23 Mon 10/30/23 1197
1199 5" Precast Deck Panel Install 4 days Tue 10/31/23 Fri 11/3/23 1198
1200 Formwork for Concrete Deck 5 days Tue 11/7/23 Mon 11/13/23 1199
1201 Rebar Install 7 days Tue 11/7/23 Wed 11/15/23 1199
1202 Concrete Deck Pour for Span 1021 day Mon 11/20/23 Mon 11/20/23 1201FS+2 days
1203 Strip Formwork 1 day Wed 11/29/23 Wed 11/29/23 1202FS+5 days
1204 Span 101 89 days Wed 7/12/23 Thu 11/30/23
1205 Advancing Rail System 5 days Wed 7/12/23 Wed 7/19/23
1206 ARS Install 5 days Wed 7/12/23 Wed 7/19/23 1187
1207 Foundation 4 days Tue 10/3/23 Fri 10/6/23
1208 Install Temporary Structures 1 day Tue 10/3/23 Tue 10/3/23 1190
1209 54" Diameter Pile Install 3 days Wed 10/4/23 Fri 10/6/23 1208
1210 Substructure 10 days Tue 10/10/23 Tue 10/24/23
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 23
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1211 Formwork Install for Bent Cap 1011 day Tue 10/10/23 Tue 10/10/23 1209
1212 Rebar Install 4 days Wed 10/11/23 Mon 10/16/23 1211
1213 Concrete Pour for Bent Cap 7 1 day Tue 10/17/23 Tue 10/17/23 1212
1214 Strip Formwork 1 day Tue 10/24/23 Tue 10/24/23 1213FS+3 days
1215 Superstructure 25 days Wed 10/25/23 Thu 11/30/23
1216 Elastomeric Bearing Pad Install 2 days Wed 10/25/23 Thu 10/26/23 1214
1217 Girder Install for Span 101 2 days Fri 10/27/23 Mon 10/30/23 1216
1218 5" Precast Deck Panel Install 4 days Tue 10/31/23 Fri 11/3/23 1217
1219 Formwork for Concrete Deck 5 days Tue 11/7/23 Mon 11/13/23 1218
1220 Rebar Install 7 days Tue 11/7/23 Wed 11/15/23 1218
1221 Concrete Deck Pour for Span 1011 day Wed 11/22/23 Wed 11/22/23 1220FS+4 days
1222 Strip Formwork 1 day Thu 11/30/23 Thu 11/30/23 1221FS+4 days
1223 Span 100 108 days Thu 7/20/23 Wed 1/10/24
1224 Advancing Rail System 6 days Thu 7/20/23 Mon 7/31/23
1225 ARS Install 6 days Thu 7/20/23 Mon 7/31/23 1206
1226 Foundation 14 days Tue 10/10/23 Mon 10/30/23
1227 Temporary Structure Install 1 day Tue 10/10/23 Tue 10/10/23 1209
1228 Install Steel Piles 10 days Wed 10/11/23 Wed 10/25/23 1227
1229 54" Diameter Pile Install 3 days Thu 10/26/23 Mon 10/30/23 1228
1230 Substructure 10 days Tue 10/31/23 Tue 11/14/23
1231 Formwork Install for Bent Cap 1002 days Tue 10/31/23 Wed 11/1/23 1229
1232 Rebar Install 4 days Thu 11/2/23 Wed 11/8/23 1231
1233 Concrete Pour 1 day Thu 11/9/23 Thu 11/9/23 1232
1234 Strip Formwork 2 days Mon 11/13/23 Tue 11/14/23 1233FS+1 day
1235 Superstructure 35 days Wed 11/15/23 Wed 1/10/24
1236 Elastomeric Bearing Pad Install 2 days Wed 11/15/23 Thu 11/16/23 1234
1237 Girder Install for Span 100 2 days Fri 11/17/23 Mon 11/20/23 1236
1238 5" Precast Deck Panel Install 7 days Tue 11/21/23 Thu 11/30/23 1237
1239 Formwork Install 5 days Fri 12/1/23 Fri 12/8/23 1238
1240 Rebar Install 7 days Fri 12/1/23 Tue 12/12/23 1238
1241 Concrete Deck Pour for Span 1001 day Tue 12/26/23 Tue 12/26/23 1240FS+7 days
1242 Strip Formwork 2 days Mon 1/8/24 Wed 1/10/24 1241FS+7 days
1243 Span 99 104 days Tue 8/1/23 Fri 1/12/24
1244 Advancing Rail System 6 days Tue 8/1/23 Tue 8/8/23
1245 ARS Install 6 days Tue 8/1/23 Tue 8/8/23 1225
1246 Foundation 5 days Tue 10/31/23 Tue 11/7/23
1247 Install Tempoary Structures 2 days Tue 10/31/23 Wed 11/1/23 1229
1248 54" Diameter Pile Install 3 days Thu 11/2/23 Tue 11/7/23 1247
1249 Substructure 10 days Wed 11/8/23 Tue 11/21/23
1250 Formwork Install for Bent Cap 92 days Wed 11/8/23 Thu 11/9/23 1248
1251 Rebar Install 4 days Fri 11/10/23 Wed 11/15/23 1250
1252 Concrete Pour for Bent Cap 9 1 day Thu 11/16/23 Thu 11/16/23 1251
1253 Strip Formwork 2 days Mon 11/20/23 Tue 11/21/23 1252FS+1 day
1254 Superstructure 32 days Wed 11/22/23 Fri 1/12/24
1255 Elastomeric Bearing Pad Install 1 day Wed 11/22/23 Wed 11/22/23 1253
1256 Girder Install for Span 9 2 days Thu 11/23/23 Mon 11/27/23 1255
1257 5" Precast Deck Panel Install 7 days Tue 11/28/23 Thu 12/7/23 1256
1258 Formwork Install 5 days Fri 12/8/23 Thu 12/14/23 1257
1259 Rebar Install 7 days Fri 12/8/23 Mon 12/18/23 1257
1260 Concrete Deck Pour for Span 9 1 day Wed 1/3/24 Wed 1/3/24 1259FS+8 days
1261 Strip Formwork 1 day Fri 1/12/24 Fri 1/12/24 1260FS+5 days
1262 Span 98 101 days Wed 8/9/23 Wed 1/17/24
1263 Advancing Rail System 5 days Wed 8/9/23 Wed 8/16/23
1264 ARS Install 5 days Wed 8/9/23 Wed 8/16/23 1245
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 24
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1265 Foundation 4 days Wed 11/8/23 Mon 11/13/23
1266 Install Temporary Structures 1 day Wed 11/8/23 Wed 11/8/23 1248
1267 54" Diameter Piles Install 3 days Thu 11/9/23 Mon 11/13/23 1266
1268 Substructure 8 days Tue 11/14/23 Thu 11/23/23
1269 Formwork Install for Bent Cap 981 day Tue 11/14/23 Tue 11/14/23 1267
1270 Rebar Install 4 days Wed 11/15/23 Mon 11/20/23 1269
1271 Concrete Pour 1 day Tue 11/21/23 Tue 11/21/23 1270
1272 Strip Formwork 1 day Thu 11/23/23 Thu 11/23/23 1271FS+1 day
1273 Superstructure 33 days Mon 11/27/23 Wed 1/17/24
1274 Elastomeric Bearing Pad Install 1 day Mon 11/27/23 Mon 11/27/23 1272
1275 Girder Install for Span 98 2 days Tue 11/28/23 Wed 11/29/23 1274
1276 5" Precast Deck Panel Install 7 days Thu 11/30/23 Mon 12/11/23 1275
1277 Formwork for Concrete Deck 7 days Tue 12/12/23 Thu 12/21/23 1276
1278 Rebar Install 7 days Tue 12/12/23 Thu 12/21/23 1276
1279 Concrete Deck Pour for Span 981 day Wed 1/10/24 Wed 1/10/24 1278FS+10 days
1280 Strip Formwork 1 day Wed 1/17/24 Wed 1/17/24 1279FS+4 days
1281 Span 97 41 days Thu 8/17/23 Fri 10/20/23
1282 Advancing Rail System 5 days Thu 8/17/23 Thu 8/24/23
1283 ARS Install 5 days Thu 8/17/23 Thu 8/24/23 1264
1284 Foundation 4 days Fri 8/25/23 Wed 8/30/23
1285 Temp. Structure Install 1 day Fri 8/25/23 Fri 8/25/23 1283
1286 54" Pile Install 3 days Mon 8/28/23 Wed 8/30/23 1285
1287 Substructure 8 days Fri 9/1/23 Thu 9/14/23
1288 Formwork Install for Bent Cap 971 day Fri 9/1/23 Fri 9/1/23 1286
1289 Rebar Install 4 days Tue 9/5/23 Mon 9/11/23 1288
1290 Concrete Pour 1 day Tue 9/12/23 Tue 9/12/23 1289
1291 Strip Formwork 1 day Thu 9/14/23 Thu 9/14/23 1290FS+1 day
1292 Superstructure 24 days Fri 9/15/23 Fri 10/20/23
1293 Elastomeric Bearing Pad Install 1 day Fri 9/15/23 Fri 9/15/23 1291
1294 Girder Install for Span 97 2 days Mon 9/18/23 Tue 9/19/23 1293
1295 5" Precast Deck Panel Install 7 days Wed 9/20/23 Fri 9/29/23 1294
1296 Formwork for Concrete Deck
Install
7 days Mon 10/2/23 Wed 10/11/23 1295
1297 Rebar Install 7 days Mon 10/2/23 Wed 10/11/23 1295
1298 Concrete Deck Pour for Span 971 day Thu 10/12/23 Thu 10/12/23 1297
1299 Strip Formwork 1 day Fri 10/20/23 Fri 10/20/23 1298FS+5 days
1300 Span 96 42 days Fri 8/25/23 Tue 10/31/23
1301 Advancing Rail System 5 days Fri 8/25/23 Fri 9/1/23
1302 ARS Install 5 days Fri 8/25/23 Fri 9/1/23 1283
1303 Foundation 4 days Fri 9/1/23 Thu 9/7/23
1304 Install Temp. Structure 1 day Fri 9/1/23 Fri 9/1/23 1286
1305 54" Pile Install 3 days Tue 9/5/23 Thu 9/7/23 1304
1306 Substructure 9 days Mon 9/11/23 Thu 9/21/23
1307 Formwork Install for Bent Cap 961 day Mon 9/11/23 Mon 9/11/23 1305
1308 Rebar Install 4 days Tue 9/12/23 Fri 9/15/23 1307
1309 Concrete Pour for Bent Cap 96 1 day Mon 9/18/23 Mon 9/18/23 1308
1310 Strip Formwork 1 day Thu 9/21/23 Thu 9/21/23 1309FS+2 days
1311 Superstructure 25 days Fri 9/22/23 Tue 10/31/23
1312 Elastomeric Bearing Pad Install 1 day Fri 9/22/23 Fri 9/22/23 1310
1313 Girder Install for Span 96 2 days Mon 9/25/23 Tue 9/26/23 1312
1314 5" Precast Deck Panel Install 7 days Wed 9/27/23 Fri 10/6/23 1313
1315 Formwork Install 7 days Tue 10/10/23 Wed 10/18/23 1314
1316 Rebar Install 7 days Tue 10/10/23 Wed 10/18/23 1314
1317 Concrete Deck Pour for Span 961 day Fri 10/20/23 Fri 10/20/23 1316FS+1 day
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 25
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1318 Strip Formwork 1 day Tue 10/31/23 Tue 10/31/23 1317FS+5 days
1319 Span 95 49 days Tue 9/5/23 Fri 11/17/23
1320 Advancing Rail System 17 days Tue 9/5/23 Fri 9/29/23
1321 ARS Install 17 days Tue 9/5/23 Fri 9/29/23 1302
1322 Foundation 4 days Mon 9/11/23 Thu 9/14/23
1323 Install Temp. Structure 1 day Mon 9/11/23 Mon 9/11/23 1305
1324 54" Pile Install 3 days Tue 9/12/23 Thu 9/14/23 1323
1325 Substructure 13 days Fri 9/15/23 Wed 10/4/23
1326 Formwork Install for Bent 95 2 days Fri 9/15/23 Mon 9/18/23 1324
1327 Rebar Install 4 days Tue 9/19/23 Fri 9/22/23 1326
1328 Pour Concrete for Bent Cap 95 1 day Mon 9/25/23 Mon 9/25/23 1327
1329 Strip Formwork 3 days Mon 10/2/23 Wed 10/4/23 1328FS+3 days
1330 Superstructure 29 days Thu 10/5/23 Fri 11/17/23
1331 Elastomeric Bearing Pad Install 2 days Thu 10/5/23 Fri 10/6/23 1329
1332 Girder Install for Span 95 2 days Tue 10/10/23 Wed 10/11/23 1331
1333 5" Precast Deck Panel Install 7 days Thu 10/12/23 Fri 10/20/23 1332
1334 Formwork Install 7 days Tue 10/24/23 Wed 11/1/23 1333
1335 Rebar Install 7 days Tue 10/24/23 Wed 11/1/23 1333
1336 Concrete Deck Pour for Span 951 day Tue 11/7/23 Tue 11/7/23 1335FS+2 days
1337 Strip Formwork 3 days Wed 11/15/23 Fri 11/17/23 1336FS+5 days
1338 Span 94 42 days Fri 9/15/23 Fri 11/17/23
1339 Advancing Rail System 5 days Mon 10/2/23 Fri 10/6/23
1340 ARS Install 5 days Mon 10/2/23 Fri 10/6/23 1321
1341 Foundation 4 days Fri 9/15/23 Wed 9/20/23
1342 Install Temp. Structure 1 day Fri 9/15/23 Fri 9/15/23 1324
1343 54" Pile Install 3 days Mon 9/18/23 Wed 9/20/23 1342
1344 Substructure 10 days Thu 9/21/23 Thu 10/5/23
1345 Formwork Install for Bent Cap 941 day Thu 9/21/23 Thu 9/21/23 1343
1346 Rebar Install 4 days Fri 9/22/23 Wed 9/27/23 1345
1347 Concrete Pour for Bent Cap 94 1 day Fri 9/29/23 Fri 9/29/23 1346
1348 Strip Formwork 1 day Thu 10/5/23 Thu 10/5/23 1347FS+3 days
1349 Superstructure 28 days Fri 10/6/23 Fri 11/17/23
1350 Elastomeric Bearing Pad Install 1 day Fri 10/6/23 Fri 10/6/23 1348
1351 Girder Install for Span 94 2 days Tue 10/10/23 Wed 10/11/23 1350
1352 5" Precast Deck Panel Install 7 days Thu 10/12/23 Fri 10/20/23 1351
1353 Formwork Install 7 days Tue 10/24/23 Wed 11/1/23 1352
1354 Rebar Install 7 days Tue 10/24/23 Wed 11/1/23 1352
1355 Concrete Deck Pour for Span 941 day Thu 11/9/23 Thu 11/9/23 1354FS+4 days
1356 Strip Formwork 1 day Fri 11/17/23 Fri 11/17/23 1355FS+5 days
1357 Span 93 45 days Thu 9/21/23 Wed 11/29/23
1358 Advancing Rail System 5 days Tue 10/10/23 Mon 10/16/23
1359 ARS Install 5 days Tue 10/10/23 Mon 10/16/23 1340
1360 Foundation 4 days Thu 9/21/23 Tue 9/26/23
1361 Install Temp. Structure 1 day Thu 9/21/23 Thu 9/21/23 1343
1362 54" Pile Install 3 days Fri 9/22/23 Tue 9/26/23 1361
1363 Substructure 10 days Wed 9/27/23 Thu 10/12/23
1364 Install Formwork for Bent Cap 931 day Wed 9/27/23 Wed 9/27/23 1362
1365 Rebar Install 4 days Fri 9/29/23 Wed 10/4/23 1364
1366 Pour Concrete 1 day Thu 10/5/23 Thu 10/5/23 1365
1367 Strip Formwork 1 day Thu 10/12/23 Thu 10/12/23 1366FS+3 days
1368 Superstructure 31 days Fri 10/13/23 Wed 11/29/23
1369 Elastomeric Bearing Pad install 3 days Fri 10/13/23 Tue 10/17/23 1367
1370 Girder Install for Span 93 2 days Wed 10/18/23 Thu 10/19/23 1369
1371 5" Precast Deck Panel Install 7 days Fri 10/20/23 Tue 10/31/23 1370
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 26
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1372 Formwork Install 7 days Wed 11/1/23 Fri 11/10/23 1371
1373 Rebar Install 7 days Wed 11/1/23 Fri 11/10/23 1371
1374 Concrete Deck Pour for Span 931 day Tue 11/21/23 Tue 11/21/23 1373FS+6 days
1375 Strip Formwork 1 day Wed 11/29/23 Wed 11/29/23 1374FS+4 days
1376 Span 92 44 days Wed 9/27/23 Tue 12/5/23
1377 Advancing Rail System 7 days Tue 10/17/23 Thu 10/26/23
1378 ARS Install 7 days Tue 10/17/23 Thu 10/26/23 1358
1379 Foundation 4 days Wed 9/27/23 Tue 10/3/23
1380 Install Temp. Structure 1 day Wed 9/27/23 Wed 9/27/23 1362
1381 54" Pile Install 3 days Fri 9/29/23 Tue 10/3/23 1380
1382 Substructure 8 days Wed 10/4/23 Mon 10/16/23
1383 Formwork Install 1 day Wed 10/4/23 Wed 10/4/23 1381
1384 Rebar Install 4 days Thu 10/5/23 Wed 10/11/23 1383
1385 Concrete Pour 1 day Thu 10/12/23 Thu 10/12/23 1384
1386 Strip Formwork 1 day Mon 10/16/23 Mon 10/16/23 1385FS+1 day
1387 Superstructure 32 days Tue 10/17/23 Tue 12/5/23
1388 Elastomeric Bearing Pad Install 1 day Tue 10/17/23 Tue 10/17/23 1386
1389 Girder Install 2 days Wed 10/18/23 Thu 10/19/23 1388
1390 5" Precast Deck Panel Install 7 days Fri 10/20/23 Tue 10/31/23 1389
1391 Formwork Install 7 days Wed 11/1/23 Fri 11/10/23 1390
1392 Rebar Install 7 days Wed 11/1/23 Fri 11/10/23 1390
1393 Concrete Deck Pour 1 day Mon 11/27/23 Mon 11/27/23 1392FS+9 days
1394 Strip Formwork 1 day Tue 12/5/23 Tue 12/5/23 1393FS+4 days
1395 Span 91 45 days Wed 10/4/23 Tue 12/12/23
1396 Advancing Rail System 7 days Fri 10/27/23 Tue 11/7/23
1397 ARS Install 7 days Fri 10/27/23 Tue 11/7/23 1378
1398 Foundation 4 days Wed 10/4/23 Tue 10/10/23
1399 Install Temp. Structure 1 day Wed 10/4/23 Wed 10/4/23 1381
1400 54" Pile Install 3 days Thu 10/5/23 Tue 10/10/23 1399
1401 Substructure 9 days Mon 10/16/23 Fri 10/27/23
1402 Formwork Install 1 day Mon 10/16/23 Mon 10/16/23 1400FS+3 days
1403 Rebar Install 4 days Tue 10/17/23 Fri 10/20/23 1402
1404 Pour Concrete 1 day Tue 10/24/23 Tue 10/24/23 1403
1405 Strip Formwork 1 day Fri 10/27/23 Fri 10/27/23 1404FS+2 days
1406 Superstructure 29 days Mon 10/30/23 Tue 12/12/23
1407 Elastomeric Bearing Pad Install 1 day Mon 10/30/23 Mon 10/30/23 1405
1408 Girder Install 2 days Tue 10/31/23 Wed 11/1/23 1407
1409 5" Precast Deck Panel Install 7 days Thu 11/2/23 Mon 11/13/23 1408
1410 Formwork Install 7 days Tue 11/14/23 Wed 11/22/23 1409
1411 Rebar Install 7 days Tue 11/14/23 Wed 11/22/23 1409
1412 Pour Concrete 1 day Tue 12/5/23 Tue 12/5/23 1411FS+6 days
1413 Strip Formwork 1 day Tue 12/12/23 Tue 12/12/23 1412FS+4 days
1414 Span 90 46 days Wed 10/11/23 Tue 12/19/23
1415 Advancing Rail System 4 days Wed 11/8/23 Mon 11/13/23
1416 ARS Install 4 days Wed 11/8/23 Mon 11/13/23 1397
1417 Foundation 4 days Wed 10/11/23 Mon 10/16/23
1418 Install Temp. Structure 1 day Wed 10/11/23 Wed 10/11/23 1400
1419 54" Pile Install 3 days Thu 10/12/23 Mon 10/16/23 1418
1420 Substructure 10 days Tue 10/17/23 Tue 10/31/23
1421 Formwork Install 1 day Tue 10/17/23 Tue 10/17/23 1419
1422 Rebar Install 4 days Wed 10/18/23 Tue 10/24/23 1421
1423 Pour Concrete 1 day Wed 10/25/23 Wed 10/25/23 1422
1424 Strip Formwork 1 day Tue 10/31/23 Tue 10/31/23 1423FS+3 days
1425 Superstructure 32 days Wed 11/1/23 Tue 12/19/23
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 27
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1426 Elastomeric Bearing Pad Install 1 day Wed 11/1/23 Wed 11/1/23 1424
1427 Girder Install 2 days Thu 11/2/23 Fri 11/3/23 1426
1428 5" Precast Deck Panel Install 7 days Tue 11/7/23 Wed 11/15/23 1427
1429 Formwork Install 7 days Thu 11/16/23 Mon 11/27/23 1428
1430 Rebar Install 7 days Thu 11/16/23 Mon 11/27/23 1428
1431 Concrete Deck Pour 1 day Tue 12/12/23 Tue 12/12/23 1430FS+9 days
1432 Strip Formwork 1 day Tue 12/19/23 Tue 12/19/23 1431FS+4 days
1433 Span 89 47 days Tue 10/17/23 Thu 12/28/23
1434 Advancing Rail System 7 days Tue 11/14/23 Wed 11/22/23
1435 ARS Install 7 days Tue 11/14/23 Wed 11/22/23 1415
1436 Foundation 4 days Tue 10/17/23 Fri 10/20/23
1437 Install Temp. Structures 1 day Tue 10/17/23 Tue 10/17/23 1419
1438 54" Pile Install 3 days Wed 10/18/23 Fri 10/20/23 1437
1439 Substructure 9 days Fri 10/27/23 Thu 11/9/23
1440 Formwork Install 1 day Fri 10/27/23 Fri 10/27/23 1438FS+3 days
1441 Rebar Install 4 days Mon 10/30/23 Thu 11/2/23 1440
1442 Pour Concrete 1 day Fri 11/3/23 Fri 11/3/23 1441
1443 Strip Formwork 1 day Thu 11/9/23 Thu 11/9/23 1442FS+2 days
1444 Superstructure 31 days Fri 11/10/23 Thu 12/28/23
1445 Elstomeric Bearing Pad Install 1 day Fri 11/10/23 Fri 11/10/23 1443
1446 Girder Install 2 days Mon 11/13/23 Tue 11/14/23 1445
1447 5" Precast Deck Panel Install 7 days Wed 11/15/23 Thu 11/23/23 1446
1448 Formwork Install 7 days Mon 11/27/23 Wed 12/6/23 1447
1449 Rebar Install 7 days Mon 11/27/23 Wed 12/6/23 1447
1450 Concrete Deck Pour 1 day Tue 12/19/23 Tue 12/19/23 1449FS+8 days
1451 Strip Formwork 1 day Thu 12/28/23 Thu 12/28/23 1450FS+4 days
1452 Span 87 38 days Fri 11/10/23 Wed 1/10/24
1453 Advancing Rail System 7 days Thu 11/23/23 Tue 12/5/23
1454 ARS Install 7 days Thu 11/23/23 Tue 12/5/23 1435
1455 Foundation 4 days Fri 11/10/23 Wed 11/15/23
1456 Install Temp. Structure 1 day Fri 11/10/23 Fri 11/10/23 1443
1457 54" Pile Install 3 days Mon 11/13/23 Wed 11/15/23 1456
1458 Substructure 10 days Thu 11/16/23 Thu 11/30/23
1459 Install Formwork 1 day Thu 11/16/23 Thu 11/16/23 1457
1460 Rebar Install 4 days Fri 11/17/23 Wed 11/22/23 1459
1461 Pour Concrete 1 day Thu 11/23/23 Thu 11/23/23 1460
1462 Strip Formwork 1 day Thu 11/30/23 Thu 11/30/23 1461FS+3 days
1463 Superstructure 24 days Fri 12/1/23 Wed 1/10/24
1464 Elastomeric Bearing Pad Install 1 day Fri 12/1/23 Fri 12/1/23 1462
1465 Girder Install 2 days Tue 12/5/23 Wed 12/6/23 1464
1466 5" Precast Deck Panel Install 7 days Thu 12/7/23 Fri 12/15/23 1465
1467 Formwork Install 7 days Mon 12/18/23 Thu 12/28/23 1466
1468 Rebar Install 7 days Mon 12/18/23 Thu 12/28/23 1466
1469 Concrete Deck Pour 1 day Fri 12/29/23 Fri 12/29/23 1468
1470 Strip Formwork 1 day Wed 1/10/24 Wed 1/10/24 1469FS+5 days
1471 Span 86 39 days Thu 11/16/23 Wed 1/17/24
1472 Advancing Rail System 7 days Wed 12/6/23 Thu 12/14/23
1473 ARS Install 7 days Wed 12/6/23 Thu 12/14/23 1454
1474 Foundation 4 days Thu 11/16/23 Tue 11/21/23
1475 Install Temp. Structure 1 day Thu 11/16/23 Thu 11/16/23 1457
1476 54" Pile Install 3 days Fri 11/17/23 Tue 11/21/23 1475
1477 Substructure 9 days Wed 11/22/23 Wed 12/6/23
1478 Install Formwork 1 day Wed 11/22/23 Wed 11/22/23 1476
1479 Install Rebar 4 days Thu 11/23/23 Wed 11/29/23 1478
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 28
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1480 Pour Concrete 1 day Thu 11/30/23 Thu 11/30/23 1479
1481 Strip Formwork 1 day Wed 12/6/23 Wed 12/6/23 1480FS+2 days
1482 Superstructure 26 days Thu 12/7/23 Wed 1/17/24
1483 Elastomeric Bearing Pad Install 1 day Thu 12/7/23 Thu 12/7/23 1481
1484 Girder Install 2 days Fri 12/8/23 Mon 12/11/23 1483
1485 5" Precast Deck Panel Install 7 days Tue 12/12/23 Thu 12/21/23 1484
1486 Formwork Install 7 days Fri 12/22/23 Wed 1/3/24 1485
1487 Rebar Install 7 days Fri 12/22/23 Wed 1/3/24 1485
1488 Concrete Deck Pour 1 day Wed 1/10/24 Wed 1/10/24 1487FS+3 days
1489 Strip Formwork 1 day Wed 1/17/24 Wed 1/17/24 1488FS+4 days
1490 Span 85 42 days Wed 11/22/23 Mon 1/29/24
1491 Advancing Rail System 7 days Fri 12/15/23 Wed 12/27/23
1492 ARS Install 7 days Fri 12/15/23 Wed 12/27/23 1473
1493 Foundation 4 days Wed 11/22/23 Tue 11/28/23
1494 Install Temp. Structure 1 day Wed 11/22/23 Wed 11/22/23 1476
1495 54" Pile Install 3 days Thu 11/23/23 Tue 11/28/23 1494
1496 Substructure 12 days Thu 11/30/23 Mon 12/18/23
1497 Install Formwork 3 days Thu 11/30/23 Tue 12/5/23 1495FS+1 day
1498 Install Rebar 4 days Wed 12/6/23 Mon 12/11/23 1497
1499 Pour Concrete 1 day Tue 12/12/23 Tue 12/12/23 1498
1500 Strip Formwork 1 day Mon 12/18/23 Mon 12/18/23 1499FS+3 days
1501 Superstructure 25 days Tue 12/19/23 Mon 1/29/24
1502 Elastomeric Bearing Pad Install 1 day Tue 12/19/23 Tue 12/19/23 1500
1503 Girder Install 2 days Thu 12/21/23 Fri 12/22/23 1502
1504 5" Precast Deck Panel Install 7 days Tue 12/26/23 Thu 1/4/24 1503
1505 Formwork Install 7 days Fri 1/5/24 Tue 1/16/24 1504
1506 Rebar Install 7 days Fri 1/5/24 Tue 1/16/24 1504
1507 Concrete Deck Pour 1 day Fri 1/19/24 Fri 1/19/24 1506FS+2 days
1508 Strip Formwork 1 day Mon 1/29/24 Mon 1/29/24 1507FS+4 days
1509 Span 84 37 days Wed 11/29/23 Fri 1/26/24
1510 Advancing Rail System 5 days Thu 12/28/23 Thu 1/4/24
1511 ARS Install 5 days Thu 12/28/23 Thu 1/4/24 1492
1512 Foundation 4 days Wed 11/29/23 Tue 12/5/23
1513 Install Temp. Structure 1 day Wed 11/29/23 Wed 11/29/23 1495
1514 54" Pile Install 3 days Thu 11/30/23 Tue 12/5/23 1513
1515 Substructure 10 days Wed 12/6/23 Tue 12/19/23
1516 Install Formwork 1 day Wed 12/6/23 Wed 12/6/23 1514
1517 Install Rebar 4 days Thu 12/7/23 Tue 12/12/23 1516
1518 Pour Concrete 1 day Wed 12/13/23 Wed 12/13/23 1517
1519 Strip Formwork 1 day Tue 12/19/23 Tue 12/19/23 1518FS+3 days
1520 Superstructure 23 days Thu 12/21/23 Fri 1/26/24
1521 Elastomeric Bearing Pad Install 1 day Thu 12/21/23 Thu 12/21/23 1519
1522 Girder Install 2 days Fri 12/22/23 Tue 12/26/23 1521
1523 5" Precast Deck Panel Install 7 days Wed 12/27/23 Fri 1/5/24 1522
1524 Formwork Install 7 days Mon 1/8/24 Wed 1/17/24 1523
1525 Rebar Install 7 days Mon 1/8/24 Wed 1/17/24 1523
1526 Concrete Deck Pour 1 day Thu 1/18/24 Thu 1/18/24 1525
1527 Strip Formwork 1 day Fri 1/26/24 Fri 1/26/24 1526FS+4 days
1528 Span 83 38 days Wed 12/6/23 Mon 2/5/24
1529 Advancing Rail System 7 days Fri 1/5/24 Tue 1/16/24
1530 ARS Install 7 days Fri 1/5/24 Tue 1/16/24 1511
1531 Foundation 4 days Wed 12/6/23 Mon 12/11/23
1532 Install Temp. Structures 1 day Wed 12/6/23 Wed 12/6/23 1514
1533 54" Pile Install 3 days Thu 12/7/23 Mon 12/11/23 1532
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 29
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1534 Substructure 8 days Tue 12/12/23 Fri 12/22/23
1535 Install Formwork 1 day Tue 12/12/23 Tue 12/12/23 1533
1536 Install Rebar 4 days Wed 12/13/23 Mon 12/18/23 1535
1537 Pour Concrete 1 day Tue 12/19/23 Tue 12/19/23 1536
1538 Strip Formwork 1 day Fri 12/22/23 Fri 12/22/23 1537FS+1 day
1539 Superstructure 26 days Tue 12/26/23 Mon 2/5/24
1540 Elastomeric Bearing Pad Install 1 day Tue 12/26/23 Tue 12/26/23 1538
1541 Girder Install 2 days Wed 12/27/23 Thu 12/28/23 1540
1542 5" Precast Deck Panel Install 7 days Fri 12/29/23 Wed 1/10/24 1541
1543 Install Formwork 7 days Thu 1/11/24 Fri 1/19/24 1542
1544 Install Rebar 7 days Thu 1/11/24 Fri 1/19/24 1542
1545 Concrete Deck Pour 1 day Fri 1/26/24 Fri 1/26/24 1544FS+3 days
1546 Strip Formwork 1 day Mon 2/5/24 Mon 2/5/24 1545FS+4 days
1547 Span 82 42 days Tue 12/12/23 Thu 2/15/24
1548 Advancing Rail System 5 days Wed 1/17/24 Tue 1/23/24
1549 ARS Install 5 days Wed 1/17/24 Tue 1/23/24 1530
1550 Foundation 4 days Tue 12/12/23 Fri 12/15/23
1551 Install Temp. Structure 1 day Tue 12/12/23 Tue 12/12/23 1533
1552 54" Pile Install 3 days Wed 12/13/23 Fri 12/15/23 1551
1553 Substructure 10 days Mon 12/18/23 Wed 1/3/24
1554 Install Formwork 3 days Mon 12/18/23 Thu 12/21/23 1552
1555 Install REbar 4 days Fri 12/22/23 Thu 12/28/23 1554
1556 Pour Concrete 1 day Fri 12/29/23 Fri 12/29/23 1555
1557 Strip Formwork 1 day Wed 1/3/24 Wed 1/3/24 1556FS+1 day
1558 Superstructure 28 days Thu 1/4/24 Thu 2/15/24
1559 EBP Install 1 day Thu 1/4/24 Thu 1/4/24 1557
1560 Install Girders 2 days Fri 1/5/24 Mon 1/8/24 1559
1561 5" Precast Deck Panel Install 7 days Wed 1/10/24 Thu 1/18/24 1560
1562 Install Formwork 7 days Fri 1/19/24 Tue 1/30/24 1561
1563 Install Rebar 7 days Fri 1/19/24 Tue 1/30/24 1561
1564 Concrete Deck Pour 1 day Wed 2/7/24 Wed 2/7/24 1563FS+4 days
1565 Strip Formwork 2 days Wed 2/14/24 Thu 2/15/24 1564FS+4 days
1566 Span 81 40 days Mon 12/18/23 Mon 2/19/24
1567 Advancing Rail System 5 days Thu 1/25/24 Thu 2/1/24
1568 ARS Install 5 days Thu 1/25/24 Thu 2/1/24 1549
1569 Foundation 4 days Mon 12/18/23 Fri 12/22/23
1570 Install Temp. Structures 1 day Mon 12/18/23 Mon 12/18/23 1552
1571 54" Pile Install 3 days Tue 12/19/23 Fri 12/22/23 1570
1572 Substructure 9 days Tue 12/26/23 Mon 1/8/24
1573 Install Formwork 1 day Tue 12/26/23 Tue 12/26/23 1571
1574 Install Rebar 4 days Wed 12/27/23 Tue 1/2/24 1573
1575 Pour Concrete 1 day Wed 1/3/24 Wed 1/3/24 1574
1576 Strip Formwork 1 day Mon 1/8/24 Mon 1/8/24 1575FS+2 days
1577 Superstructure 27 days Wed 1/10/24 Mon 2/19/24
1578 EBP Install 1 day Wed 1/10/24 Wed 1/10/24 1576
1579 Install Girders 2 days Thu 1/11/24 Fri 1/12/24 1578
1580 5" Precast Deck Panel Install 7 days Mon 1/15/24 Tue 1/23/24 1579
1581 Formwork Install 7 days Thu 1/25/24 Mon 2/5/24 1580
1582 Rebar Install 7 days Thu 1/25/24 Mon 2/5/24 1580
1583 Concrete Deck Pour 1 day Mon 2/12/24 Mon 2/12/24 1582FS+4 days
1584 Strip Formwork 1 day Mon 2/19/24 Mon 2/19/24 1583FS+4 days
1585 Span 80 41 days Tue 12/26/23 Mon 2/26/24
1586 Advancing Rail System 5 days Fri 2/2/24 Thu 2/8/24
1587 ARS Install 5 days Fri 2/2/24 Thu 2/8/24 1568
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 30
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1588 Foundation 4 days Tue 12/26/23 Fri 12/29/23
1589 Install Temp. Structure 1 day Tue 12/26/23 Tue 12/26/23 1571
1590 54" Pile Install 3 days Wed 12/27/23 Fri 12/29/23 1589
1591 Substructure 9 days Tue 1/2/24 Mon 1/15/24
1592 Install Formwork 1 day Tue 1/2/24 Tue 1/2/24 1590
1593 Install Rebar 4 days Wed 1/3/24 Mon 1/8/24 1592
1594 Pour Concrete 1 day Wed 1/10/24 Wed 1/10/24 1593
1595 Strip Formwork 1 day Mon 1/15/24 Mon 1/15/24 1594FS+2 days
1596 Superstructure 28 days Tue 1/16/24 Mon 2/26/24
1597 EBP Install 1 day Tue 1/16/24 Tue 1/16/24 1595
1598 Install Girders 2 days Wed 1/17/24 Thu 1/18/24 1597
1599 5" Precast Deck Panel Install 7 days Fri 1/19/24 Tue 1/30/24 1598
1600 Formwork Install 7 days Thu 2/1/24 Fri 2/9/24 1599
1601 Rebar Install 7 days Thu 2/1/24 Fri 2/9/24 1599
1602 Concrete Deck Pour 1 day Mon 2/19/24 Mon 2/19/24 1601FS+5 days
1603 Strip FOrmwork 1 day Mon 2/26/24 Mon 2/26/24 1602FS+4 days
1604 Span 79 42 days Tue 1/2/24 Mon 3/4/24
1605 Advancing Rail System 5 days Fri 2/9/24 Thu 2/15/24
1606 ARS Install 5 days Fri 2/9/24 Thu 2/15/24 1587
1607 Foundation 4 days Tue 1/2/24 Fri 1/5/24
1608 Install Temp. Structure 1 day Tue 1/2/24 Tue 1/2/24 1590
1609 54" Pile Install 3 days Wed 1/3/24 Fri 1/5/24 1608
1610 Substructure 9 days Mon 1/8/24 Fri 1/19/24
1611 Install Formwork 1 day Mon 1/8/24 Mon 1/8/24 1609
1612 Install Rebar 4 days Wed 1/10/24 Mon 1/15/24 1611
1613 Pour Concrete 1 day Tue 1/16/24 Tue 1/16/24 1612
1614 Strip Formwork 1 day Fri 1/19/24 Fri 1/19/24 1613FS+2 days
1615 Superstructure 29 days Mon 1/22/24 Mon 3/4/24
1616 EBP Install 1 day Mon 1/22/24 Mon 1/22/24 1614
1617 Install Girders 2 days Tue 1/23/24 Thu 1/25/24 1616
1618 5" Precast Deck Panel Install 7 days Fri 1/26/24 Tue 2/6/24 1617
1619 Formwork Install 7 days Wed 2/7/24 Thu 2/15/24 1618
1620 Rebar Install 7 days Wed 2/7/24 Thu 2/15/24 1618
1621 Concrete Deck Pour 1 day Mon 2/26/24 Mon 2/26/24 1620FS+6 days
1622 Strip FOrmwork 1 day Mon 3/4/24 Mon 3/4/24 1621FS+4 days
1623 Span 78 43 days Mon 1/8/24 Mon 3/11/24
1624 Advancing Rail System 5 days Fri 2/16/24 Thu 2/22/24
1625 ARS Install 5 days Fri 2/16/24 Thu 2/22/24 1606
1626 Foundation 4 days Mon 1/8/24 Fri 1/12/24
1627 Install Temp. Structure 1 day Mon 1/8/24 Mon 1/8/24 1609
1628 54" Pile Install 3 days Wed 1/10/24 Fri 1/12/24 1627
1629 Substructure 9 days Mon 1/15/24 Fri 1/26/24
1630 Install Formwork 1 day Mon 1/15/24 Mon 1/15/24 1628
1631 Install Rebar 4 days Tue 1/16/24 Fri 1/19/24 1630
1632 Pour Concrete 1 day Mon 1/22/24 Mon 1/22/24 1631
1633 Strip Formwork 1 day Fri 1/26/24 Fri 1/26/24 1632FS+2 days
1634 Superstructure 30 days Mon 1/29/24 Mon 3/11/24
1635 EBP Install 1 day Mon 1/29/24 Mon 1/29/24 1633
1636 Install Girders 2 days Tue 1/30/24 Thu 2/1/24 1635
1637 5" Precast Deck Panel Install 7 days Fri 2/2/24 Mon 2/12/24 1636
1638 Formwork Install 7 days Tue 2/13/24 Wed 2/21/24 1637
1639 Rebar Install 7 days Tue 2/13/24 Wed 2/21/24 1637
1640 Concrete Deck Pour 1 day Mon 3/4/24 Mon 3/4/24 1639FS+7 days
1641 Strip Formwork 1 day Mon 3/11/24 Mon 3/11/24 1640FS+4 days
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 31
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1642 Span 77 44 days Mon 1/15/24 Mon 3/18/24
1643 Advancing Rail System 5 days Fri 2/23/24 Thu 2/29/24
1644 ARS Install 5 days Fri 2/23/24 Thu 2/29/24 1625
1645 Foundation 4 days Mon 1/15/24 Thu 1/18/24
1646 Install Temp. Structure 1 day Mon 1/15/24 Mon 1/15/24 1628
1647 54" Pile Install 3 days Tue 1/16/24 Thu 1/18/24 1646
1648 Substructure 10 days Fri 1/19/24 Mon 2/5/24
1649 Install Formwork 1 day Fri 1/19/24 Fri 1/19/24 1647
1650 Install Rebar 4 days Mon 1/22/24 Fri 1/26/24 1649
1651 Pour Concrete 1 day Mon 1/29/24 Mon 1/29/24 1650
1652 Strip Formwork 1 day Mon 2/5/24 Mon 2/5/24 1651FS+3 days
1653 Superstructure 30 days Tue 2/6/24 Mon 3/18/24
1654 EBP Install 1 day Tue 2/6/24 Tue 2/6/24 1652
1655 Install Girders 2 days Wed 2/7/24 Thu 2/8/24 1654
1656 5" Precast Deck Panel Install 7 days Fri 2/9/24 Mon 2/19/24 1655
1657 Formwork Install 7 days Tue 2/20/24 Wed 2/28/24 1656
1658 Rebar Install 7 days Tue 2/20/24 Wed 2/28/24 1656
1659 Concrete Deck Pour 1 day Mon 3/11/24 Mon 3/11/24 1658FS+7 days
1660 Strip Formwork 1 day Mon 3/18/24 Mon 3/18/24 1659FS+4 days
1661 Span 76 45 days Fri 1/19/24 Mon 3/25/24
1662 Advancing Rail System 5 days Fri 3/1/24 Thu 3/7/24
1663 ARS Install 5 days Fri 3/1/24 Thu 3/7/24 1644
1664 Foundation 4 days Fri 1/19/24 Thu 1/25/24
1665 Install Temp. Structure 1 day Fri 1/19/24 Fri 1/19/24 1647
1666 54" Pile Install 3 days Mon 1/22/24 Thu 1/25/24 1665
1667 Substructure 10 days Fri 1/26/24 Fri 2/9/24
1668 Install Formwork 1 day Fri 1/26/24 Fri 1/26/24 1666
1669 Install Rebar 4 days Mon 1/29/24 Fri 2/2/24 1668
1670 Pour Concrete 1 day Mon 2/5/24 Mon 2/5/24 1669
1671 Strip Formwork 1 day Fri 2/9/24 Fri 2/9/24 1670FS+3 days
1672 Superstructure 31 days Mon 2/12/24 Mon 3/25/24
1673 EBP Install 1 day Mon 2/12/24 Mon 2/12/24 1671
1674 Install Girders 2 days Tue 2/13/24 Wed 2/14/24 1673
1675 5" Precast Deck Panel Install 7 days Thu 2/15/24 Fri 2/23/24 1674
1676 Formwork Install 7 days Mon 2/26/24 Tue 3/5/24 1675
1677 Rebar Install 7 days Mon 2/26/24 Tue 3/5/24 1675
1678 Concrete Deck Pour 1 day Mon 3/18/24 Mon 3/18/24 1677FS+8 days
1679 Strip Formwork 1 day Mon 3/25/24 Mon 3/25/24 1678FS+4 days
1680 Span 75 45 days Fri 1/26/24 Fri 3/29/24
1681 Advancing Rail System 5 days Fri 3/8/24 Thu 3/14/24
1682 ARS Install 5 days Fri 3/8/24 Thu 3/14/24 1663
1683 Foundation 4 days Fri 1/26/24 Thu 2/1/24
1684 Install Temp. Structure 1 day Fri 1/26/24 Fri 1/26/24 1666
1685 54" Pile Install 3 days Mon 1/29/24 Thu 2/1/24 1684
1686 Substructure 10 days Fri 2/2/24 Thu 2/15/24
1687 Install Formwork 1 day Fri 2/2/24 Fri 2/2/24 1685
1688 Install Rebar 4 days Mon 2/5/24 Thu 2/8/24 1687
1689 Pour Concrete 1 day Fri 2/9/24 Fri 2/9/24 1688
1690 Strip Formwork 1 day Thu 2/15/24 Thu 2/15/24 1689FS+3 days
1691 Superstructure 31 days Fri 2/16/24 Fri 3/29/24
1692 EBP Install 1 day Fri 2/16/24 Fri 2/16/24 1690
1693 Install Girders 2 days Mon 2/19/24 Tue 2/20/24 1692
1694 5" Precast Deck Panel Install 7 days Wed 2/21/24 Thu 2/29/24 1693
1695 Formwork Install 7 days Fri 3/1/24 Mon 3/11/24 1694
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 32
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1696 Rebar Install 7 days Fri 3/1/24 Mon 3/11/24 1694
1697 Concrete Deck Pour 1 day Fri 3/22/24 Fri 3/22/24 1696FS+8 days
1698 Strip Formwork 1 day Fri 3/29/24 Fri 3/29/24 1697FS+4 days
1699 Span 74 44 days Fri 2/2/24 Wed 4/3/24
1700 Advancing Rail System 5 days Fri 3/15/24 Thu 3/21/24
1701 ARS Install 5 days Fri 3/15/24 Thu 3/21/24 1682
1702 Foundation 4 days Fri 2/2/24 Wed 2/7/24
1703 Install Temp. Structure 1 day Fri 2/2/24 Fri 2/2/24 1685
1704 54" Pile Install 3 days Mon 2/5/24 Wed 2/7/24 1703
1705 Substructure 10 days Thu 2/8/24 Wed 2/21/24
1706 Install Formwork 1 day Thu 2/8/24 Thu 2/8/24 1704
1707 Install Rebar 4 days Fri 2/9/24 Wed 2/14/24 1706
1708 Pour Concrete 1 day Thu 2/15/24 Thu 2/15/24 1707
1709 Strip Formwork 1 day Wed 2/21/24 Wed 2/21/24 1708FS+3 days
1710 Superstructure 30 days Thu 2/22/24 Wed 4/3/24
1711 EBP Install 1 day Thu 2/22/24 Thu 2/22/24 1709
1712 Install Girders 2 days Fri 2/23/24 Mon 2/26/24 1711
1713 5" Precast Deck Panel Install 7 days Tue 2/27/24 Wed 3/6/24 1712
1714 Formwork Install 7 days Thu 3/7/24 Fri 3/15/24 1713
1715 Rebar Install 7 days Thu 3/7/24 Fri 3/15/24 1713
1716 Concrete Deck Pour 1 day Thu 3/28/24 Thu 3/28/24 1715FS+8 days
1717 Strip Formwork 1 day Wed 4/3/24 Wed 4/3/24 1716FS+3 days
1718 Span 73 44 days Thu 2/8/24 Tue 4/9/24
1719 Advancing Rail System 5 days Fri 3/15/24 Thu 3/21/24
1720 ARS Install 5 days Fri 3/15/24 Thu 3/21/24 1682
1721 Foundation 4 days Thu 2/8/24 Tue 2/13/24
1722 Install Temp. Structure 1 day Thu 2/8/24 Thu 2/8/24 1704
1723 54" Pile Install 3 days Fri 2/9/24 Tue 2/13/24 1722
1724 Substructure 10 days Wed 2/14/24 Tue 2/27/24
1725 Install Formwork 1 day Wed 2/14/24 Wed 2/14/24 1723
1726 Install Rebar 4 days Thu 2/15/24 Tue 2/20/24 1725
1727 Pour Concrete 1 day Wed 2/21/24 Wed 2/21/24 1726
1728 Strip Formwork 1 day Tue 2/27/24 Tue 2/27/24 1727FS+3 days
1729 Superstructure 30 days Wed 2/28/24 Tue 4/9/24
1730 EBP Install 1 day Wed 2/28/24 Wed 2/28/24 1728
1731 Install Girders 2 days Thu 2/29/24 Fri 3/1/24 1730
1732 5" Precast Deck Panel Install 7 days Mon 3/4/24 Tue 3/12/24 1731
1733 Formwork Install 7 days Wed 3/13/24 Thu 3/21/24 1732
1734 Rebar Install 7 days Wed 3/13/24 Thu 3/21/24 1732
1735 Concrete Deck Pour 1 day Wed 4/3/24 Wed 4/3/24 1734FS+8 days
1736 Strip Formwork 1 day Tue 4/9/24 Tue 4/9/24 1735FS+3 days
1737 Span 72 44 days Wed 2/14/24 Mon 4/15/24
1738 Advancing Rail System 5 days Fri 3/22/24 Thu 3/28/24
1739 ARS Install 5 days Fri 3/22/24 Thu 3/28/24 1720
1740 Foundation 4 days Wed 2/14/24 Mon 2/19/24
1741 Install Temp. Structure 1 day Wed 2/14/24 Wed 2/14/24 1723
1742 54" Pile Install 3 days Thu 2/15/24 Mon 2/19/24 1741
1743 Substructure 10 days Tue 2/20/24 Mon 3/4/24
1744 Install Formwork 1 day Tue 2/20/24 Tue 2/20/24 1742
1745 Install Rebar 4 days Wed 2/21/24 Mon 2/26/24 1744
1746 Pour Concrete 1 day Tue 2/27/24 Tue 2/27/24 1745
1747 Strip Formwork 1 day Mon 3/4/24 Mon 3/4/24 1746FS+3 days
1748 Superstructure 30 days Tue 3/5/24 Mon 4/15/24
1749 EBP Install 1 day Tue 3/5/24 Tue 3/5/24 1747
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 33
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1750 Install Girders 2 days Wed 3/6/24 Thu 3/7/24 1749
1751 5" Precast Deck Panel Install 7 days Fri 3/8/24 Mon 3/18/24 1750
1752 Formwork Install 7 days Tue 3/19/24 Wed 3/27/24 1751
1753 Rebar Install 7 days Tue 3/19/24 Wed 3/27/24 1751
1754 Concrete Deck Pour 1 day Tue 4/9/24 Tue 4/9/24 1753FS+8 days
1755 Strip Formwork 1 day Mon 4/15/24 Mon 4/15/24 1754FS+3 days
1756 Span 71 44 days Tue 2/20/24 Fri 4/19/24
1757 Advancing Rail System 5 days Fri 3/29/24 Thu 4/4/24
1758 ARS Install 5 days Fri 3/29/24 Thu 4/4/24 1739
1759 Foundation 4 days Tue 2/20/24 Fri 2/23/24
1760 Install Temp. Structure 1 day Tue 2/20/24 Tue 2/20/24 1742
1761 54" Pile Install 3 days Wed 2/21/24 Fri 2/23/24 1760
1762 Substructure 10 days Mon 2/26/24 Fri 3/8/24
1763 Install Formwork 1 day Mon 2/26/24 Mon 2/26/24 1761
1764 Install Rebar 4 days Tue 2/27/24 Fri 3/1/24 1763
1765 Pour Concrete 1 day Mon 3/4/24 Mon 3/4/24 1764
1766 Strip Formwork 1 day Fri 3/8/24 Fri 3/8/24 1765FS+3 days
1767 Superstructure 30 days Mon 3/11/24 Fri 4/19/24
1768 EBP Install 1 day Mon 3/11/24 Mon 3/11/24 1766
1769 Install Girders 2 days Tue 3/12/24 Wed 3/13/24 1768
1770 5" Precast Deck Panel Install 7 days Thu 3/14/24 Fri 3/22/24 1769
1771 Formwork Install 7 days Mon 3/25/24 Tue 4/2/24 1770
1772 Rebar Install 7 days Mon 3/25/24 Tue 4/2/24 1770
1773 Concrete Deck Pour 1 day Mon 4/15/24 Mon 4/15/24 1772FS+8 days
1774 Strip Formwork 1 day Fri 4/19/24 Fri 4/19/24 1773FS+3 days
1775 Span 70 44 days Mon 2/26/24 Thu 4/25/24
1776 Advancing Rail System 5 days Fri 4/5/24 Thu 4/11/24
1777 ARS Install 5 days Fri 4/5/24 Thu 4/11/24 1758
1778 Foundation 4 days Mon 2/26/24 Thu 2/29/24
1779 Install Temp. Structure 1 day Mon 2/26/24 Mon 2/26/24 1761
1780 54" Pile Install 3 days Tue 2/27/24 Thu 2/29/24 1779
1781 Substructure 10 days Fri 3/1/24 Thu 3/14/24
1782 Install Formwork 1 day Fri 3/1/24 Fri 3/1/24 1780
1783 Install Rebar 4 days Mon 3/4/24 Thu 3/7/24 1782
1784 Pour Concrete 1 day Fri 3/8/24 Fri 3/8/24 1783
1785 Strip Formwork 1 day Thu 3/14/24 Thu 3/14/24 1784FS+3 days
1786 Superstructure 30 days Fri 3/15/24 Thu 4/25/24
1787 EBP Install 1 day Fri 3/15/24 Fri 3/15/24 1785
1788 Install Girders 2 days Mon 3/18/24 Tue 3/19/24 1787
1789 5" Precast Deck Panel Install 7 days Wed 3/20/24 Thu 3/28/24 1788
1790 Formwork Install 7 days Fri 3/29/24 Mon 4/8/24 1789
1791 Rebar Install 7 days Fri 3/29/24 Mon 4/8/24 1789
1792 Concrete Deck Pour 1 day Fri 4/19/24 Fri 4/19/24 1791FS+8 days
1793 Strip Formwork 1 day Thu 4/25/24 Thu 4/25/24 1792FS+3 days
1794 Span 69 44 days Fri 3/1/24 Wed 5/1/24
1795 Advancing Rail System 5 days Fri 4/12/24 Thu 4/18/24
1796 ARS Install 5 days Fri 4/12/24 Thu 4/18/24 1777
1797 Foundation 4 days Fri 3/1/24 Wed 3/6/24
1798 Install Temp. Structure 1 day Fri 3/1/24 Fri 3/1/24 1780
1799 54" Pile Install 3 days Mon 3/4/24 Wed 3/6/24 1798
1800 Substructure 10 days Thu 3/7/24 Wed 3/20/24
1801 Install Formwork 1 day Thu 3/7/24 Thu 3/7/24 1799
1802 Install Rebar 4 days Fri 3/8/24 Wed 3/13/24 1801
1803 Pour Concrete 1 day Thu 3/14/24 Thu 3/14/24 1802
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 34
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1804 Strip Formwork 1 day Wed 3/20/24 Wed 3/20/24 1803FS+3 days
1805 Superstructure 30 days Thu 3/21/24 Wed 5/1/24
1806 EBP Install 1 day Thu 3/21/24 Thu 3/21/24 1804
1807 Install Girders 2 days Fri 3/22/24 Mon 3/25/24 1806
1808 5" Precast Deck Panel Install 7 days Tue 3/26/24 Wed 4/3/24 1807
1809 Formwork Install 7 days Thu 4/4/24 Fri 4/12/24 1808
1810 Rebar Install 7 days Thu 4/4/24 Fri 4/12/24 1808
1811 Concrete Deck Pour 1 day Thu 4/25/24 Thu 4/25/24 1810FS+8 days
1812 Strip Formwork 1 day Wed 5/1/24 Wed 5/1/24 1811FS+3 days
1813 Span 68 46 days Thu 3/7/24 Thu 5/9/24
1814 Advancing Rail System 5 days Fri 4/19/24 Thu 4/25/24
1815 ARS Install 5 days Fri 4/19/24 Thu 4/25/24 1796
1816 Foundation 6 days Thu 3/7/24 Thu 3/14/24
1817 Install Temp. Structure 3 days Thu 3/7/24 Mon 3/11/24 1799
1818 54" Pile Install 3 days Tue 3/12/24 Thu 3/14/24 1817
1819 Substructure 10 days Fri 3/15/24 Thu 3/28/24
1820 Install Formwork 1 day Fri 3/15/24 Fri 3/15/24 1818
1821 Install Rebar 4 days Mon 3/18/24 Thu 3/21/24 1820
1822 Pour Concrete 1 day Fri 3/22/24 Fri 3/22/24 1821
1823 Strip Formwork 1 day Thu 3/28/24 Thu 3/28/24 1822FS+3 days
1824 Superstructure 30 days Fri 3/29/24 Thu 5/9/24
1825 EBP Install 1 day Fri 3/29/24 Fri 3/29/24 1823
1826 Install Girders 2 days Mon 4/1/24 Tue 4/2/24 1825
1827 5" Precast Deck Panel Install 7 days Wed 4/3/24 Thu 4/11/24 1826
1828 Formwork Install 7 days Fri 4/12/24 Mon 4/22/24 1827
1829 Rebar Install 7 days Fri 4/12/24 Mon 4/22/24 1827
1830 Concrete Deck Pour 1 day Fri 5/3/24 Fri 5/3/24 1829FS+8 days
1831 Strip Formwork 1 day Thu 5/9/24 Thu 5/9/24 1830FS+3 days
1832 Span 67 48 days Tue 3/12/24 Thu 5/16/24
1833 Advancing Rail System 5 days Fri 4/26/24 Thu 5/2/24
1834 ARS Install 5 days Fri 4/26/24 Thu 5/2/24 1815
1835 Foundation 6 days Tue 3/12/24 Tue 3/19/24
1836 Install Temp. Structure 3 days Tue 3/12/24 Thu 3/14/24 1817
1837 54" Pile Install 3 days Fri 3/15/24 Tue 3/19/24 1836
1838 Substructure 10 days Wed 3/20/24 Tue 4/2/24
1839 Install Formwork 1 day Wed 3/20/24 Wed 3/20/24 1837
1840 Install Rebar 4 days Thu 3/21/24 Tue 3/26/24 1839
1841 Pour Concrete 1 day Wed 3/27/24 Wed 3/27/24 1840
1842 Strip Formwork 1 day Tue 4/2/24 Tue 4/2/24 1841FS+3 days
1843 Superstructure 32 days Wed 4/3/24 Thu 5/16/24
1844 EBP Install 1 day Wed 4/3/24 Wed 4/3/24 1842
1845 Install Girders 4 days Thu 4/4/24 Tue 4/9/24 1844
1846 5" Precast Deck Panel Install 7 days Wed 4/10/24 Thu 4/18/24 1845
1847 Formwork Install 7 days Fri 4/19/24 Mon 4/29/24 1846
1848 Rebar Install 7 days Fri 4/19/24 Mon 4/29/24 1846
1849 Concrete Deck Pour 1 day Fri 5/10/24 Fri 5/10/24 1848FS+8 days
1850 Strip Formwork 1 day Thu 5/16/24 Thu 5/16/24 1849FS+3 days
1851 Span 66 46 days Wed 3/20/24 Wed 5/22/24
1852 Advancing Rail System 1 day Fri 5/3/24 Fri 5/3/24
1853 ARS Install 1 day Fri 5/3/24 Fri 5/3/24 1834
1854 Foundation 6 days Wed 3/20/24 Wed 3/27/24
1855 Install Temp. Structure 3 days Wed 3/20/24 Fri 3/22/24 1837
1856 54" Pile Install 3 days Mon 3/25/24 Wed 3/27/24 1855
1857 Substructure 10 days Thu 3/28/24 Wed 4/10/24
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 35
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1858 Install Formwork 1 day Thu 3/28/24 Thu 3/28/24 1856
1859 Install Rebar 4 days Fri 3/29/24 Wed 4/3/24 1858
1860 Pour Concrete 1 day Thu 4/4/24 Thu 4/4/24 1859
1861 Strip Formwork 1 day Wed 4/10/24 Wed 4/10/24 1860FS+3 days
1862 Superstructure 30 days Thu 4/11/24 Wed 5/22/24
1863 EBP Install 1 day Thu 4/11/24 Thu 4/11/24 1861
1864 Install Girders 2 days Fri 4/12/24 Mon 4/15/24 1863
1865 5" Precast Deck Panel Install 7 days Tue 4/16/24 Wed 4/24/24 1864
1866 Formwork Install 7 days Thu 4/25/24 Fri 5/3/24 1865
1867 Rebar Install 7 days Thu 4/25/24 Fri 5/3/24 1865
1868 Concrete Deck Pour 1 day Thu 5/16/24 Thu 5/16/24 1867FS+8 days
1869 Strip Formwork 1 day Wed 5/22/24 Wed 5/22/24 1868FS+3 days
1870 Span 65 44 days Thu 3/28/24 Tue 5/28/24
1871 Advancing Rail System 1 day Mon 5/6/24 Mon 5/6/24
1872 ARS Install 1 day Mon 5/6/24 Mon 5/6/24 1853
1873 Foundation 4 days Thu 3/28/24 Tue 4/2/24
1874 Install Temp. Structure 1 day Thu 3/28/24 Thu 3/28/24 1856
1875 54" Pile Install 3 days Fri 3/29/24 Tue 4/2/24 1874
1876 Substructure 10 days Wed 4/3/24 Tue 4/16/24
1877 Install Formwork 1 day Wed 4/3/24 Wed 4/3/24 1875
1878 Install Rebar 4 days Thu 4/4/24 Tue 4/9/24 1877
1879 Pour Concrete 1 day Wed 4/10/24 Wed 4/10/24 1878
1880 Strip Formwork 1 day Tue 4/16/24 Tue 4/16/24 1879FS+3 days
1881 Superstructure 30 days Wed 4/17/24 Tue 5/28/24
1882 EBP Install 1 day Wed 4/17/24 Wed 4/17/24 1880
1883 Install Girders 2 days Thu 4/18/24 Fri 4/19/24 1882
1884 5" Precast Deck Panel Install 7 days Mon 4/22/24 Tue 4/30/24 1883
1885 Formwork Install 7 days Wed 5/1/24 Thu 5/9/24 1884
1886 Rebar Install 7 days Wed 5/1/24 Thu 5/9/24 1884
1887 Concrete Deck Pour 1 day Wed 5/22/24 Wed 5/22/24 1886FS+8 days
1888 Strip Formwork 1 day Tue 5/28/24 Tue 5/28/24 1887FS+3 days
1889 Span 64 50 days Wed 4/3/24 Tue 6/11/24
1890 Advancing Rail System 1 day Tue 5/7/24 Tue 5/7/24
1891 ARS Install 1 day Tue 5/7/24 Tue 5/7/24 1872
1892 Foundation 6 days Wed 4/3/24 Wed 4/10/24
1893 Install Temp. Structure 3 days Wed 4/3/24 Fri 4/5/24 1875
1894 54" Pile Install 3 days Mon 4/8/24 Wed 4/10/24 1893
1895 Substructure 10 days Thu 4/11/24 Wed 4/24/24
1896 Install Formwork 1 day Thu 4/11/24 Thu 4/11/24 1894
1897 Install Rebar 4 days Fri 4/12/24 Wed 4/17/24 1896
1898 Pour Concrete 1 day Thu 4/18/24 Thu 4/18/24 1897
1899 Strip Formwork 1 day Wed 4/24/24 Wed 4/24/24 1898FS+3 days
1900 Superstructure 34 days Thu 4/25/24 Tue 6/11/24
1901 EBP Install 3 days Thu 4/25/24 Mon 4/29/24 1899
1902 Install Girders 4 days Tue 4/30/24 Fri 5/3/24 1901
1903 5" Precast Deck Panel Install 7 days Mon 5/6/24 Tue 5/14/24 1902
1904 Formwork Install 7 days Wed 5/15/24 Thu 5/23/24 1903
1905 Rebar Install 7 days Wed 5/15/24 Thu 5/23/24 1903
1906 Concrete Deck Pour 1 day Wed 6/5/24 Wed 6/5/24 1905FS+8 days
1907 Strip Formwork 1 day Tue 6/11/24 Tue 6/11/24 1906FS+3 days
1908 Span 63 50 days Thu 4/11/24 Wed 6/19/24
1909 Advancing Rail System 5 days Wed 5/8/24 Tue 5/14/24
1910 ARS Install 5 days Wed 5/8/24 Tue 5/14/24 1891
1911 Foundation 6 days Thu 4/11/24 Thu 4/18/24
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 36
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1912 Install Temp. Structure 3 days Thu 4/11/24 Mon 4/15/24 1894
1913 54" Pile Install 3 days Tue 4/16/24 Thu 4/18/24 1912
1914 Substructure 12 days Fri 4/19/24 Mon 5/6/24
1915 Install Formwork 3 days Fri 4/19/24 Tue 4/23/24 1913
1916 Install Rebar 4 days Wed 4/24/24 Mon 4/29/24 1915
1917 Pour Concrete 1 day Tue 4/30/24 Tue 4/30/24 1916
1918 Strip Formwork 1 day Mon 5/6/24 Mon 5/6/24 1917FS+3 days
1919 Superstructure 32 days Tue 5/7/24 Wed 6/19/24
1920 EBP Install 1 day Tue 5/7/24 Tue 5/7/24 1918
1921 Install Girders 4 days Wed 5/8/24 Mon 5/13/24 1920
1922 5" Precast Deck Panel Install 7 days Tue 5/14/24 Wed 5/22/24 1921
1923 Formwork Install 7 days Thu 5/23/24 Fri 5/31/24 1922
1924 Rebar Install 7 days Thu 5/23/24 Fri 5/31/24 1922
1925 Concrete Deck Pour 1 day Thu 6/13/24 Thu 6/13/24 1924FS+8 days
1926 Strip Formwork 1 day Wed 6/19/24 Wed 6/19/24 1925FS+3 days
1927 Span 62 50 days Fri 4/19/24 Thu 6/27/24
1928 Advancing Rail System 2 days Wed 5/15/24 Thu 5/16/24
1929 ARS Install 2 days Wed 5/15/24 Thu 5/16/24 1910
1930 Foundation 6 days Fri 4/19/24 Fri 4/26/24
1931 Install Temp. Structure 3 days Fri 4/19/24 Tue 4/23/24 1913
1932 54" Pile Install 3 days Wed 4/24/24 Fri 4/26/24 1931
1933 Substructure 12 days Mon 4/29/24 Tue 5/14/24
1934 Install Formwork 3 days Mon 4/29/24 Wed 5/1/24 1932
1935 Install Rebar 4 days Thu 5/2/24 Tue 5/7/24 1934
1936 Pour Concrete 1 day Wed 5/8/24 Wed 5/8/24 1935
1937 Strip Formwork 1 day Tue 5/14/24 Tue 5/14/24 1936FS+3 days
1938 Superstructure 32 days Wed 5/15/24 Thu 6/27/24
1939 EBP Install 1 day Wed 5/15/24 Wed 5/15/24 1937
1940 Install Girders 4 days Thu 5/16/24 Tue 5/21/24 1939
1941 5" Precast Deck Panel Install 7 days Wed 5/22/24 Thu 5/30/24 1940
1942 Formwork Install 7 days Fri 5/31/24 Mon 6/10/24 1941
1943 Rebar Install 7 days Fri 5/31/24 Mon 6/10/24 1941
1944 Concrete Deck Pour 1 day Fri 6/21/24 Fri 6/21/24 1943FS+8 days
1945 Strip Formwork 1 day Thu 6/27/24 Thu 6/27/24 1944FS+3 days
1946 Span 61 54 days Mon 4/29/24 Thu 7/11/24
1947 Advancing Rail System 2 days Fri 5/17/24 Mon 5/20/24
1948 ARS Install 2 days Fri 5/17/24 Mon 5/20/24 1929
1949 Foundation 6 days Mon 4/29/24 Mon 5/6/24
1950 Install Temp. Structure 3 days Mon 4/29/24 Wed 5/1/24 1932
1951 54" Pile Install 3 days Thu 5/2/24 Mon 5/6/24 1950
1952 Substructure 12 days Tue 5/7/24 Wed 5/22/24
1953 Install Formwork 3 days Tue 5/7/24 Thu 5/9/24 1951
1954 Install Rebar 4 days Fri 5/10/24 Wed 5/15/24 1953
1955 Pour Concrete 1 day Thu 5/16/24 Thu 5/16/24 1954
1956 Strip Formwork 1 day Wed 5/22/24 Wed 5/22/24 1955FS+3 days
1957 Superstructure 36 days Thu 5/23/24 Thu 7/11/24
1958 EBP Install 3 days Thu 5/23/24 Mon 5/27/24 1956
1959 Install Girders 6 days Tue 5/28/24 Tue 6/4/24 1958
1960 5" Precast Deck Panel Install 7 days Wed 6/5/24 Thu 6/13/24 1959
1961 Formwork Install 7 days Fri 6/14/24 Mon 6/24/24 1960
1962 Rebar Install 7 days Fri 6/14/24 Mon 6/24/24 1960
1963 Concrete Deck Pour 1 day Fri 7/5/24 Fri 7/5/24 1962FS+8 days
1964 Strip Formwork 1 day Thu 7/11/24 Thu 7/11/24 1963FS+3 days
1965 Span 60 49 days Tue 5/7/24 Fri 7/12/24
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 37
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
1966 Advancing Rail System 5 days Tue 5/21/24 Mon 5/27/24
1967 ARS Install 5 days Tue 5/21/24 Mon 5/27/24 1948
1968 Foundation 6 days Tue 5/7/24 Tue 5/14/24
1969 Install Temp. Structure 3 days Tue 5/7/24 Thu 5/9/24 1951
1970 54" Pile Install 3 days Fri 5/10/24 Tue 5/14/24 1969
1971 Substructure 10 days Wed 5/15/24 Tue 5/28/24
1972 Install Formwork 1 day Wed 5/15/24 Wed 5/15/24 1970
1973 Install Rebar 4 days Thu 5/16/24 Tue 5/21/24 1972
1974 Pour Concrete 1 day Wed 5/22/24 Wed 5/22/24 1973
1975 Strip Formwork 1 day Tue 5/28/24 Tue 5/28/24 1974FS+3 days
1976 Superstructure 33 days Wed 5/29/24 Fri 7/12/24
1977 EBP Install 2 days Wed 5/29/24 Thu 5/30/24 1975
1978 Install Girders 4 days Fri 5/31/24 Wed 6/5/24 1977
1979 5" Precast Deck Panel Install 7 days Thu 6/6/24 Fri 6/14/24 1978
1980 Formwork Install 7 days Mon 6/17/24 Tue 6/25/24 1979
1981 Rebar Install 7 days Mon 6/17/24 Tue 6/25/24 1979
1982 Concrete Deck Pour 1 day Mon 7/8/24 Mon 7/8/24 1981FS+8 days
1983 Strip Formwork 1 day Fri 7/12/24 Fri 7/12/24 1982FS+3 days
1984 Span 59 49 days Wed 5/15/24 Mon 7/22/24
1985 Advancing Rail System 5 days Tue 5/28/24 Mon 6/3/24
1986 ARS Install 5 days Tue 5/28/24 Mon 6/3/24 1967
1987 Foundation 9 days Wed 5/15/24 Mon 5/27/24
1988 Install Temp. Structure 3 days Wed 5/15/24 Fri 5/17/24 1970
1989 54" Pile Install 6 days Mon 5/20/24 Mon 5/27/24 1988
1990 Substructure 10 days Tue 5/28/24 Mon 6/10/24
1991 Install Formwork 1 day Tue 5/28/24 Tue 5/28/24 1989
1992 Install Rebar 4 days Wed 5/29/24 Mon 6/3/24 1991
1993 Pour Concrete 1 day Tue 6/4/24 Tue 6/4/24 1992
1994 Strip Formwork 1 day Mon 6/10/24 Mon 6/10/24 1993FS+3 days
1995 Superstructure 30 days Tue 6/11/24 Mon 7/22/24
1996 EBP Install 1 day Tue 6/11/24 Tue 6/11/24 1994
1997 Install Girders 2 days Wed 6/12/24 Thu 6/13/24 1996
1998 5" Precast Deck Panel Install 7 days Fri 6/14/24 Mon 6/24/24 1997
1999 Formwork Install 7 days Tue 6/25/24 Wed 7/3/24 1998
2000 Rebar Install 7 days Tue 6/25/24 Wed 7/3/24 1998
2001 Concrete Deck Pour 1 day Tue 7/16/24 Tue 7/16/24 2000FS+8 days
2002 Strip Formwork 1 day Mon 7/22/24 Mon 7/22/24 2001FS+3 days
2003 Span 58 49 days Tue 5/28/24 Fri 8/2/24
2004 Advancing Rail System 5 days Tue 6/4/24 Mon 6/10/24
2005 ARS Install 5 days Tue 6/4/24 Mon 6/10/24 1986
2006 Foundation 6 days Tue 5/28/24 Tue 6/4/24
2007 Install Temp. Structure 3 days Tue 5/28/24 Thu 5/30/24 1989
2008 54" Pile Install 3 days Fri 5/31/24 Tue 6/4/24 2007
2009 Substructure 10 days Wed 6/5/24 Tue 6/18/24
2010 Install Formwork 1 day Wed 6/5/24 Wed 6/5/24 2008
2011 Install Rebar 4 days Thu 6/6/24 Tue 6/11/24 2010
2012 Pour Concrete 1 day Wed 6/12/24 Wed 6/12/24 2011
2013 Strip Formwork 1 day Tue 6/18/24 Tue 6/18/24 2012FS+3 days
2014 Superstructure 33 days Wed 6/19/24 Fri 8/2/24
2015 EBP Install 1 day Wed 6/19/24 Wed 6/19/24 2013
2016 Install Girders 5 days Thu 6/20/24 Wed 6/26/24 2015
2017 5" Precast Deck Panel Install 7 days Thu 6/27/24 Fri 7/5/24 2016
2018 Formwork Install 7 days Mon 7/8/24 Tue 7/16/24 2017
2019 Rebar Install 7 days Mon 7/8/24 Tue 7/16/24 2017
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 38
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
2020 Concrete Deck Pour 1 day Mon 7/29/24 Mon 7/29/24 2019FS+8 days
2021 Strip Formwork 1 day Fri 8/2/24 Fri 8/2/24 2020FS+3 days
2022 Span 57 58 days Wed 6/5/24 Fri 8/23/24
2023 Advancing Rail System 5 days Tue 6/11/24 Mon 6/17/24
2024 ARS Install 5 days Tue 6/11/24 Mon 6/17/24 2005
2025 Foundation 6 days Wed 6/5/24 Wed 6/12/24
2026 Install Temp. Structure 3 days Wed 6/5/24 Fri 6/7/24 2008
2027 54" Pile Install 3 days Mon 6/10/24 Wed 6/12/24 2026
2028 Substructure 16 days Thu 6/13/24 Thu 7/4/24
2029 Install Formwork 1 day Thu 6/13/24 Thu 6/13/24 2027
2030 Install Rebar 6 days Fri 6/14/24 Fri 6/21/24 2029
2031 Pour Concrete 1 day Mon 6/24/24 Mon 6/24/24 2030
2032 Strip Formwork 5 days Fri 6/28/24 Thu 7/4/24 2031FS+3 days
2033 Superstructure 36 days Fri 7/5/24 Fri 8/23/24
2034 EBP Install 3 days Fri 7/5/24 Tue 7/9/24 2032
2035 Install Girders 2 days Wed 7/10/24 Thu 7/11/24 2034
2036 5" Precast Deck Panel Install 7 days Fri 7/12/24 Mon 7/22/24 2035
2037 Formwork Install 7 days Tue 7/23/24 Wed 7/31/24 2036
2038 Rebar Install 7 days Tue 7/23/24 Wed 7/31/24 2036
2039 Concrete Deck Pour 1 day Tue 8/13/24 Tue 8/13/24 2038FS+8 days
2040 Strip Formwork 5 days Mon 8/19/24 Fri 8/23/24 2039FS+3 days
2041 Span 56 63 days Thu 6/13/24 Mon 9/9/24
2042 Advancing Rail System 8 days Tue 6/18/24 Thu 6/27/24
2043 ARS Install 8 days Tue 6/18/24 Thu 6/27/24 2024
2044 Foundation 8 days Thu 6/13/24 Mon 6/24/24
2045 Install Temp. Structure 5 days Thu 6/13/24 Wed 6/19/24 2027
2046 54" Pile Install 3 days Thu 6/20/24 Mon 6/24/24 2045
2047 Substructure 19 days Tue 6/25/24 Fri 7/19/24
2048 Install Formwork 8 days Tue 6/25/24 Thu 7/4/24 2046
2049 Install Rebar 4 days Fri 7/5/24 Wed 7/10/24 2048
2050 Pour Concrete 1 day Thu 7/11/24 Thu 7/11/24 2049
2051 Strip Formwork 3 days Wed 7/17/24 Fri 7/19/24 2050FS+3 days
2052 Superstructure 36 days Mon 7/22/24 Mon 9/9/24
2053 EBP Install 3 days Mon 7/22/24 Wed 7/24/24 2051
2054 Install Girders 2 days Thu 7/25/24 Fri 7/26/24 2053
2055 5" Precast Deck Panel Install 7 days Mon 7/29/24 Tue 8/6/24 2054
2056 Formwork Install 7 days Wed 8/7/24 Thu 8/15/24 2055
2057 Rebar Install 7 days Wed 8/7/24 Thu 8/15/24 2055
2058 Concrete Deck Pour 1 day Wed 8/28/24 Wed 8/28/24 2057FS+8 days
2059 Strip Formwork 5 days Tue 9/3/24 Mon 9/9/24 2058FS+3 days
2060 Span 55 61 days Tue 6/25/24 Tue 9/17/24
2061 Advancing Rail System 7 days Fri 6/28/24 Mon 7/8/24
2062 ARS Install 7 days Fri 6/28/24 Mon 7/8/24 2043
2063 Foundation 7 days Tue 6/25/24 Wed 7/3/24
2064 Install Temp. Structure 4 days Tue 6/25/24 Fri 6/28/24 2046
2065 54" Pile Install 3 days Mon 7/1/24 Wed 7/3/24 2064
2066 Substructure 13 days Thu 7/4/24 Mon 7/22/24
2067 Install Formwork 1 day Thu 7/4/24 Thu 7/4/24 2065
2068 Install Rebar 4 days Fri 7/5/24 Wed 7/10/24 2067
2069 Pour Concrete 1 day Thu 7/11/24 Thu 7/11/24 2068
2070 Strip Formwork 4 days Wed 7/17/24 Mon 7/22/24 2069FS+3 days
2071 Superstructure 41 days Tue 7/23/24 Tue 9/17/24
2072 EBP Install 5 days Tue 7/23/24 Mon 7/29/24 2070
2073 Install Girders 5 days Tue 7/30/24 Mon 8/5/24 2072
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 39
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
ID Task
Mode
Task Name Duration Start Finish Predecessors
2074 5" Precast Deck Panel Install 7 days Tue 8/6/24 Wed 8/14/24 2073
2075 Formwork Install 7 days Thu 8/15/24 Fri 8/23/24 2074
2076 Rebar Install 7 days Thu 8/15/24 Fri 8/23/24 2074
2077 Concrete Deck Pour 1 day Thu 9/5/24 Thu 9/5/24 2076FS+8 days
2078 Strip Formwork 5 days Wed 9/11/24 Tue 9/17/24 2077FS+3 days
2079 Roadwork 257 days Wed 10/11/23 Thu 10/17/24
2080 Southern End Roundabout 19 days Wed 10/11/23 Wed 11/8/23
2081 Grading 7 days Wed 10/11/23 Thu 10/19/23 1079
2082 Required Volume Fill 4 days Wed 10/11/23 Mon 10/16/23 1079
2083 Formwork for Curbs and Gutters 1 day Tue 10/17/23 Tue 10/17/23 2082
2084 Concrete Pour for Curb and Gutter3 days Wed 10/18/23 Fri 10/20/23 2083
2085 Strip Formwork 1 day Tue 10/24/23 Tue 10/24/23 2084
2086 Paving for Roundabout and to Bridge5 days Wed 10/25/23 Tue 10/31/23 2085
2087 Pavment Marking 3 days Wed 11/1/23 Fri 11/3/23 2086
2088 Install Road Signage 2 days Tue 11/7/23 Wed 11/8/23 2087
2089 Northern End Roadwork 26 days Tue 11/14/23 Fri 12/22/23
2090 Grading for Road 10 days Tue 11/14/23 Tue 11/28/23 1200
2091 Volume Fill for Road 8 days Tue 11/14/23 Thu 11/23/23 1200
2092 Formwork for Curbs and Gutters 5 days Mon 11/27/23 Fri 12/1/23 2091
2093 Concrete Pour for Curbs and Gutters3 days Tue 12/5/23 Thu 12/7/23 2092
2094 Roadway and Parking Lot Pavement5 days Fri 12/8/23 Thu 12/14/23 2093
2095 Parking Lot and Roadway Marking3 days Fri 12/15/23 Tue 12/19/23 2094
2096 Install Road Signage 2 days Thu 12/21/23 Fri 12/22/23 2095
2097 N.C Route 12 Removal 22 days Wed 9/18/24 Thu 10/17/24
2098 Demolition of N.C Route 12 section18 days Wed 9/18/24 Fri 10/11/24 2078
2099 Area Cleanup and Final Grading 4 days Mon 10/14/24 Thu 10/17/24 2098
2100 Post Construction 40 days Wed 9/18/24 Tue 11/12/24
2101 Punch-out Walkthrough for Bridge 5 days Wed 9/18/24 Tue 9/24/24 2078
2102 Punch-out for Bridge 15 days Wed 9/25/24 Tue 10/15/24 2101
2103 Final Site Cleanup 20 days Wed 10/16/24 Tue 11/12/24 2102
2104 Owner Acceptance 1 day Wed 10/16/24 Wed 10/16/24 2102
2105 Certificate of Occupancy 1 day Thu 10/17/24 Thu 10/17/24 2104
2106 O&M Warranty 3 days Fri 10/18/24 Tue 10/22/24 2105
2107 Commisioning 4 days Wed 10/23/24 Mon 10/28/24 2106
2108 Record Drawings 1 day Tue 10/29/24 Tue 10/29/24 2107
2109 Demoblization 5 days Wed 10/30/24 Tue 11/5/24 2108
2110 Project Completion 1 day Wed 11/6/24 Wed 11/6/24 2109
Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1
2022 2023 2024 2025
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 40
Project: Rodanthe Bridge Projec
Date: Sun 9/19/21
129
Risk Management Plan
Team A conducted thorough research of the risks involved with the Rodanthe Bridge Project. After
identifying the most relevant risks associated with this project, Team A produced the following Risk
Management Matrix to quantify the probability and impact associated with each risk. The matrix ranks
the priority assigned to each risk. Team A developed response strategies for each risk classified as
medium priority or higher.
Weather Delays It is certain that coastal weather patterns with higher storm frequencies and sporadic days of high winds
will affect the duration of the Rodanthe Bridge Project. Team A fully anticipates lost time due to weather
delays, and so we have appropriately factored this time as an extension of our project schedule.
Fluctuating Traffic Flow Rodanthe is located along NC-12, which sees a high traffic influx during the peak tourist seasons. Based
on prior statistics, these traffic patterns are certain. Team A anticipates that they will moderately affect the
project in that material lead times may slightly increase due to a longer delivery period. Team A has
reflected this longer lead time duration through the peak tourist seasons in our schedule.
130
Material Shortage & Price Escalation COVID-19 not only causes a loss in daily productivity, but also significantly affects the supply chain.
There is a serious shortage of basic construction materials, whereas the demand has not changed,
therefore the prices are increasing. It is likely the cost will continue to increase throughout the duration of
this project. Therefore, Team A accounts for the high degree of risk for lost time and increase in cost in
two ways. Team A accounts for the lost time by increasing our initial lead time on all items, and
proactively contacting trade suppliers earlier than usual to receive more accurate material lead times
earlier during the project. Team A will require compensation as a percentage of the overall project to
account for the risk of material price escalation.
Environmental Concerns The Rodanthe Bridge project takes place in an environmentally sensitive region. The bridge will be built
directly South of Pea Island National Wildlife Refuge and over a stretch of the Pamlico Sound. This
stretch of the Pamlico Sound contains a high density of environmentally essential Submerged Aquatic
Vegetation or (SAVs). These SAVs are essential to the protection and maintenance of the Outer Banks’
ecosystem, so Team A anticipates thorough environmental research and protection plans will be required
by the environmental permitting agency. Therefore, Team A will eliminate the risk of lost time due to
delays by proactively studying the site over which the bridge is to be built and determining a
comprehensive environmental protection plan. COVID Implications The COVID-19 pandemic ubiquitously presents a medium risk of decreased productivity and therefore
lost time. Our employees must adapt to alternative construction means and methods, as well as account
for any absent laborers due to sickness to prevent the spread. Understanding the inherent decrease in daily
productivity due to COVID, Team A avoids the cost associated with lost time by accounting for lower
productivity in our CPM schedule. Therefore, we hold ourselves to a more realistic schedule and
proactively communicate this unfortunate reality to our clients to establish appropriate expectations. Permitting Delays The Rodanthe Bridge project is in a challenging area. Due to the opposition from residents, the strict
regulations pertaining to heavy civil construction on a beachfront area, and the environmental sensitivity
of the area there is a high probability for delays due to permitting conflicts. This creates a medium risk of
lost-time due to delays. Team A will encourage an early start date to increase allowable time devoted to
the permitting process and incentivise this early date by decreasing the percentage of compensation
required to cover material price escalation.
131
Project Impact Report
The Rodanthe bridge has its supporters and opponents among residents. The North Carolina Department
of Transportation (NCDOT) held a public meeting to answer residents’ questions. Also, Bridge
alternatives have been studied for years, and an environmental impact study of various cultures concluded
this version was best. The residents showed their concerns about various cultural, environmental, and
economical effects that could occur due to the construction of the bridge.
Culturally, concerns were about businesses located near the old bridge that could be affected by the
construction of the new bridge, which led the state to initiate negotiation rights of way purchases for those
willing to leave and include a financial remedy for those who are willing to stay [R4.1].
Economically, bridges are a critical component of a nation’s infrastructure, making it possible to ship raw
materials and finished goods. The raw materials and finished goods supplied and brought through the
Outer Banks is critical to all residents who live there and all tourists who visit. These materials and goods
are vital for survival and other every day practical needs that humans consume or use. Additionally, the
construction of this bridge will eliminate the tax dollars spent on reconstructing or repairing the S-curves
that the bridge is replacing. The lifetime cost of the bridge over a 100-year period is less than what it costs
to maintain and repair the section of road over 100 years. With the reduced cost of the maintenance of the
road NCDOT can use the extra tax dollars to make other improvements on civil infrastructure throughout
North Carolina.
Another concern for residents was the environmental impact of the construction of the bridge near the
wildlife refuge in North Carolina, which led NCDOT to comply with NMFS’s restrict in‐water
construction‐related activities when these protected species are observed in the project area. However,
NMFS and NCDOT agree that bridge construction or demolition activities do not need to stop when a
protected species is sighted in the proximity of construction if the construction activities are not in the
water. Also, a survey of the project area would be conducted for the habitat of endangered species at least
one year prior to initiating bridge construction activities [R4.3]. Therefore, the time studied to plan for
the safety of the animals around the construction site is set to minimize any environmental effect that
could damage the nearby wildlife.
132
ISI Envision Award Potential [R4.4]
The ISI Envision Award is authorized and administered by the Institute for Sustainable Infrastructure
(ISI). ISI is an organization that is directly involved in the promotion of “sustainable, resilient, and
equitable infrastructure,” which includes the construction of airports, bridges, transit projects, stormwater
management, green infrastructure, and more. Companies who have successfully completed the
verification process and passed the requirements to be considered for an award may be given a Verified,
Silver, Gold, or Platinum Envision Award. These awards are not administered often and have a very strict
verification process.
There are two separate approaches to being verified for an Envision Award: Pathway A (Design + Post-
Construction) and Pathway B (Post-Construction). Any company interested in verifying a project through
Envision Pathway A must have designed all major components of the project or have completed at least
95% of the design. The project is monitored throughout the build and requires a post-construction review
to confirm that all the planning and project design were carried through construction. This is required to
maintain the award, meaning that the award may be given to a company during construction and is meant
to encourage them to continue the hard work.
Pathway B is slightly different. The major difference is that Pathway B does not require the company to
submit plans during the construction or even pre-construction. Pathway B can be pursued for up to three
years after the project is considered operational. The verification guidelines are the same, as the team at
Envision will still consider the major factors to construction.
When verifying a project, ISI Envision Employees will monitor every project based on how well the
project addresses the Quality of Life, Leadership, Resource Allocation, Natural World, and Climate
Resilience. The project must positively impact the quality of life of the host and promote the health and
wellbeing of individuals in the surrounding community. Project managers must demonstrate a high level
of leadership and innovation by creating new ways to perform certain aspects of the project safely and
effectively. When considering the design, the project must be designed and built to with the purpose of
sustainability yet still conserve resources. The world around the project must also be protected. This
includes any habitats, wildlife refuges, or “nonliving natural systems.” With the last portion of the
criteria, the project must promote safe, effective, and controlling measures to reduce emissions and
protect the climate of the earth.
For the Rodanthe Bridge project, the ISI Employees would consider its performance in the five categories
mentioned before:
• Quality of Life
• Leadership
• Resource Allocation
• Natural World
• Climate Resilience.
133
The quality of life certainly increases for the residences and the tourists coming to the area. The original
purpose of the project proposal was to bypass flooded areas along N.C. 12. With a new bridge that
reroutes the area. Additionally, it provides a beneficial economic impact to area of Rodanthe and the state
of North Carolina. The leadership of Flatiron has been stellar. The integration of the advancing rail
system is one of the most innovative ideas in all of construction. Resource allocation is more difficult, and
if the project were to go through the verification process, the scores might be lower than other categories.
This is because Rodanthe is in the Outer Banks which only has one way in and one way out, so resources
are difficult to come by and difficult to transport. The natural world was the biggest hurdle for Flatiron
when designing this bridge. There were numerous lawsuits that Flatiron had to work through to get the
project approved because of the wildlife refuge in the building area. Considering the efforts of the project
managers and NCDOT, the project certainly excelled in this area. For climate resilience, the project has
done an exceptional job at maintaining emissions and being considerate of the environment and climate
change. There are multiple ways Flatiron is protecting the environment from the new equipment to an
innovative approach.
Overall, the Rodanthe Bridge project is certainly a good contender for the ISI Envision Award. There are
multiple levels to the award, so even if the project is not at a Platinum level, it is worth any of the other
awards and is certainly “sustainable, resilient, and equitable.”
134
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