rodanthe bridge 4445 project improvements team a

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:


• From Span 76 – 101:

o 135’ – 9 ½” spacing between each span

• From 102 – 107:


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 (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 (4) – 2’-8” x 1’-3”x 4 5/16” Elastomeric bearing pad


• Bent 5 & 8:

o 43’ span



• Bents 11, 13-15, 17-19, 21, 22, 23, 25-26:

o 42’ span



• Bents 12, 16, 20 & 24:

o 42’ span



• 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



• Bents 28, 32, 36, 40, 44, 48, 52, 56, 60, 64, 67, 71, 75, 77, 81, 85, 89, 93, 97:

o 42’ span


9


• Bent 99:

o 43’ span



• Bent 100

o 43’ span



• Bent 101:

o 43’-2” span



o (14) – 3’ x 11” x 2” Elastomeric bearing pad

• Transition Bent 103 & 104:

o 42’- 9 ½ ” span




• Transition Bent 105:

o 42’- 9 ½ ” span




• Transition Bent 106:

o 42 – 7”’ span



• End Bent 2

o 48’-3” span


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

https://en.wikipedia.org/wiki/Trestle_bridge

https://en.wikipedia.org/wiki/Dare_County,_North_Carolina

https://en.wikipedia.org/wiki/North_Carolina

https://en.wikipedia.org/wiki/Climate_resilience

https://en.wikipedia.org/wiki/Climate_resilience

https://en.wikipedia.org/wiki/Nature-based_solutions

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





1/8" = 1'-0"

2/1

1/2

021

18

:38

:12

1

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






1" = 10'-0"

2/1

1/2

021

18

:38

:12

2

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)


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


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


○ 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


○ 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.


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


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


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


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


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


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


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

Jarrett

Snapshot

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





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





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





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





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





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





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


10.44Bent 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





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


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





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


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





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


#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





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



#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











#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


1.02End Bent 2





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


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) & 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






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







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




























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


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





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


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


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


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


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






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


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






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


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


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 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


SubTotals : 36.00 36.00 Ea. 36.00 Ea. ($ 442.80) ($ 154.08) - ($ 596.88) 0.45

0 553 Metal Grating


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 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


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





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





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





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





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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Page 1

Project: Rodanthe Bridge Projec

Date: Sun 9/19/21

ID Task

Mode



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


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


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


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


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


System

7 days Wed 8/2/23 Thu 8/10/23 66

86 Foundation 5 days Fri 9/22/23 Fri 9/29/23


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


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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Page 2


Date: Sun 9/19/21

ID Task

Mode



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


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


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


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


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


119 Concrete Deck Pour 1 day Mon 11/13/23 Mon 11/13/23 118FS+4 days


121 Span 5 62 days Thu 8/24/23 Wed 11/29/23


123 ARS Install 7 days Thu 8/24/23 Tue 9/5/23 104


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


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


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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Page 3


Date: Sun 9/19/21

ID Task

Mode


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



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


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


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



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




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


176 Concrete Deck Pour for Span 7 1 day Fri 12/8/23 Fri 12/8/23 175FS+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



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



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

Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1

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Manual Progress

Page 4


Date: Sun 9/19/21

ID Task

Mode


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



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



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




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


226 Strip Formwork 1 day Thu 11/23/23 Thu 11/23/23 225FS+1 day




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


233 Concrete Deck Pour for Span 101 day Wed 1/10/24 Wed 1/10/24 232FS+10 days


235 Span 11 41 days Wed 10/18/23 Tue 12/19/23




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






246 Superstructure 24 days Tue 11/14/23 Tue 12/19/23



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

Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1

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Page 5


Date: Sun 9/19/21

ID Task

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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


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




263 Concrete Pour for Bent Cap 12 1 day Wed 11/15/23 Wed 11/15/23 262





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


271 Concrete Deck Pour for Span 121 day Tue 12/19/23 Tue 12/19/23 270FS+1 day


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



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


282 Pour Concrete for Bent Cap 13 1 day Tue 11/21/23 Tue 11/21/23 281


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


290 Concrete Deck Pour for Span 131 day Fri 12/29/23 Fri 12/29/23 289FS+2 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


300 Rebar Install 4 days Tue 11/21/23 Mon 11/27/23 299



303 Superstructure 28 days Wed 12/6/23 Thu 1/18/24


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


Date: Sun 9/19/21

ID Task

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307 Formwork Install 7 days Thu 12/21/23 Tue 1/2/24 306




311 Span 15 44 days Fri 11/17/23 Fri 1/26/24



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



323 Elastomeric Bearing Pad install 1 day Tue 12/12/23 Tue 12/12/23 321



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


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




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


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


347 Concrete Deck Pour 1 day Fri 1/26/24 Fri 1/26/24 346FS+9 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


353 Install Temp. Structure 1 day Fri 12/1/23 Fri 12/1/23 335


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


358 Pour Concrete 1 day Thu 12/21/23 Thu 12/21/23 357



Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1

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Page 7


Date: Sun 9/19/21

ID Task

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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


368 Span 18 52 days Wed 11/29/23 Mon 2/19/24





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


377 Pour Concrete 1 day Fri 12/22/23 Fri 12/22/23 376


379 Superstructure 32 days Tue 1/2/24 Mon 2/19/24




383 Formwork Install 7 days Wed 1/17/24 Fri 1/26/24 382




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


391 Install Temp. Structures 1 day Thu 12/14/23 Thu 12/14/23 373



394 Formwork Install 1 day Wed 12/27/23 Wed 12/27/23 392FS+3 days





399 Elstomeric Bearing Pad Install 1 day Thu 1/11/24 Thu 1/11/24 397


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



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


410 Install Temp. Structure 1 day Thu 1/11/24 Thu 1/11/24 397


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


Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1

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Page 8


Date: Sun 9/19/21

ID Task

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417 Superstructure 24 days Fri 2/2/24 Wed 3/6/24


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


423 Concrete Deck Pour 1 day Tue 2/27/24 Tue 2/27/24 422


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





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





438 Girder Install 2 days Thu 2/8/24 Fri 2/9/24 437


440 Formwork 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


444 Span 22 56 days Thu 12/28/23 Wed 3/20/24



447 Foundation 4 days Tue 1/23/24 Mon 1/29/24



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



455 Superstructure 25 days Thu 2/15/24 Wed 3/20/24








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




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Page 9


Date: Sun 9/19/21

ID Task

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469 Substructure 10 days Tue 2/6/24 Mon 2/19/24


471 Install Rebar 4 days Wed 2/7/24 Mon 2/12/24 470



474 Superstructure 23 days Tue 2/20/24 Thu 3/21/24



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


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


486 Install Temp. Structures 1 day Tue 2/6/24 Tue 2/6/24 468


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


493 Superstructure 26 days Thu 2/22/24 Thu 3/28/24




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


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




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


511 Strip Formwork 1 day Tue 2/27/24 Tue 2/27/24 510FS+1 day


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


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



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

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Date: Sun 9/19/21

ID Task

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524 Install Temp. Structures 1 day Fri 2/16/24 Fri 2/16/24 506


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












539 Span 27 52 days Wed 2/7/24 Thu 4/18/24









548 Pour Concrete 1 day Wed 3/6/24 Wed 3/6/24 547


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





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






564 Substructure 9 days Tue 3/5/24 Fri 3/15/24





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




576 Strip FOrmwork 1 day Thu 4/25/24 Thu 4/25/24 575FS+4 days

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Date: Sun 9/19/21

ID Task

Mode


577 Span 29 52 days Wed 2/21/24 Thu 5/2/24






583 Substructure 9 days Mon 3/11/24 Thu 3/21/24





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






596 Span 30 52 days Wed 2/28/24 Thu 5/9/24






602 Substructure 10 days Fri 3/15/24 Thu 3/28/24


604 Install Rebar 4 days Mon 3/18/24 Thu 3/21/24 603











615 Span 31 52 days Wed 3/6/24 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



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Date: Sun 9/19/21

ID Task

Mode





634 Span 32 51 days Wed 3/13/24 Wed 5/22/24






640 Substructure 10 days Wed 3/27/24 Tue 4/9/24













653 Span 33 49 days Wed 3/20/24 Mon 5/27/24

















670 Concrete Deck Pour 1 day Tue 5/21/24 Tue 5/21/24 669FS+8 days


672 Span 34 53 days Wed 3/20/24 Fri 5/31/24













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Date: Sun 9/19/21

ID Task

Mode








691 Span 35 52 days Wed 3/27/24 Thu 6/6/24



















710 Span 36 51 days Wed 4/3/24 Wed 6/12/24



















729 Span 37 50 days Wed 4/10/24 Tue 6/18/24










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Date: Sun 9/19/21

ID Task

Mode



740 Superstructure 30 days Wed 5/8/24 Tue 6/18/24








748 Span 38 49 days Wed 4/17/24 Mon 6/24/24



















767 Span 39 48 days Wed 4/24/24 Fri 6/28/24



















786 Span 40 44 days Wed 5/1/24 Mon 7/1/24







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Page 15


Date: Sun 9/19/21

ID Task

Mode














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

















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

















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


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Page 16


Date: Sun 9/19/21

ID Task

Mode

















862 Span 44 52 days Mon 5/13/24 Tue 7/23/24



















881 Span 45 51 days Mon 5/20/24 Mon 7/29/24



















900 Span 46 53 days Wed 5/22/24 Fri 8/2/24

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Page 17


Date: Sun 9/19/21

ID Task

Mode



902 ARS Install 2 days Wed 5/22/24 Thu 5/23/24 883

















919 Span 47 55 days Fri 5/24/24 Thu 8/8/24



















938 Span 48 54 days Fri 5/31/24 Wed 8/14/24

















Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1

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Page 18


Date: Sun 9/19/21

ID Task

Mode




957 Span 49 53 days Fri 6/7/24 Tue 8/20/24



















976 Span 50 52 days Fri 6/14/24 Mon 8/26/24



















995 Span 51 51 days Fri 6/21/24 Fri 8/30/24














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Page 19


Date: Sun 9/19/21

ID Task

Mode







1014 Span 52 50 days Fri 6/28/24 Thu 9/5/24



















1033 Span 53 49 days Fri 7/5/24 Wed 9/11/24



















1052 Span 54 48 days Fri 7/12/24 Tue 9/17/24











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Page 20


Date: Sun 9/19/21

ID Task

Mode










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


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


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



for End Bent 2

1 day Tue 8/8/23 Tue 8/8/23 1089


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


for End Bent 2

1 day Thu 8/17/23 Thu 8/17/23 1098


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


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


Date: Sun 9/19/21

ID Task

Mode



System

7 days Tue 5/9/23 Thu 5/18/23 1081

1112 Foundation 5 days Wed 8/16/23 Wed 8/23/23


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


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




for Bent 107

1 day Fri 9/1/23 Fri 9/1/23 1119


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




1128 Span 105 93 days Fri 5/19/23 Wed 10/25/23 1111



System

7 days Fri 5/19/23 Wed 5/31/23 1111

1131 Foundation 5 days Thu 8/24/23 Wed 8/30/23


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



1136 Rebar Install for Bent 105 4 days Tue 9/5/23 Mon 9/11/23 1135



1139 Superstructure 24 days Tue 9/19/23 Wed 10/25/23 1138


for Bent 105

1 day Tue 9/19/23 Tue 9/19/23 1138


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


1145 Concrete Deck Pour 2 days Mon 10/16/23 Tue 10/17/23 1144


1147 Span 104 95 days Fri 6/2/23 Wed 11/8/23 1130



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


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


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


Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1

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Page 22


Date: Sun 9/19/21

ID Task

Mode


1157 Strip Formwork 2 days Fri 9/22/23 Mon 9/25/23 1156


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


1164 Concrete Deck Pour 2 days Fri 10/27/23 Mon 10/30/23 1163FS+4 days


1166 Span 103 96 days Fri 6/16/23 Mon 11/20/23



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


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


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


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



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


1192 Formwork Install for Bent Cap 1022 days Tue 10/3/23 Wed 10/4/23 1190


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



1198 Girder Install for Span 102 2 days Fri 10/27/23 Mon 10/30/23 1197


1200 Formwork for Concrete Deck 5 days Tue 11/7/23 Mon 11/13/23 1199


1202 Concrete Deck Pour for Span 1021 day Mon 11/20/23 Mon 11/20/23 1201FS+2 days


1204 Span 101 89 days Wed 7/12/23 Thu 11/30/23




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


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Page 23


Date: Sun 9/19/21

ID Task

Mode










1219 Formwork for Concrete Deck 5 days Tue 11/7/23 Mon 11/13/23 1218




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


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


1231 Formwork Install for Bent Cap 1002 days Tue 10/31/23 Wed 11/1/23 1229



1234 Strip Formwork 2 days Mon 11/13/23 Tue 11/14/23 1233FS+1 day





1239 Formwork Install 5 days Fri 12/1/23 Fri 12/8/23 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


1250 Formwork Install for Bent Cap 92 days Wed 11/8/23 Thu 11/9/23 1248



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


1256 Girder Install for Span 9 2 days Thu 11/23/23 Mon 11/27/23 1255


1258 Formwork Install 5 days Fri 12/8/23 Thu 12/14/23 1257


1260 Concrete Deck Pour for Span 9 1 day Wed 1/3/24 Wed 1/3/24 1259FS+8 days


1262 Span 98 101 days Wed 8/9/23 Wed 1/17/24



Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1

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Page 24


Date: Sun 9/19/21

ID Task

Mode



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









1277 Formwork for Concrete Deck 7 days Tue 12/12/23 Thu 12/21/23 1276




1281 Span 97 41 days Thu 8/17/23 Fri 10/20/23




1285 Temp. Structure Install 1 day Fri 8/25/23 Fri 8/25/23 1283











1296 Formwork for Concrete Deck

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


1300 Span 96 42 days Fri 8/25/23 Tue 10/31/23






1306 Substructure 9 days Mon 9/11/23 Thu 9/21/23



1309 Concrete Pour for Bent Cap 96 1 day Mon 9/18/23 Mon 9/18/23 1308


1311 Superstructure 25 days Fri 9/22/23 Tue 10/31/23






1317 Concrete Deck Pour for Span 961 day Fri 10/20/23 Fri 10/20/23 1316FS+1 day

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Page 25


Date: Sun 9/19/21

ID Task

Mode



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




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


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






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

















1355 Concrete Deck Pour for Span 941 day Thu 11/9/23 Thu 11/9/23 1354FS+4 days


1357 Span 93 45 days Thu 9/21/23 Wed 11/29/23






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





1369 Elastomeric Bearing Pad install 3 days Fri 10/13/23 Tue 10/17/23 1367



Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1

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Page 26


Date: Sun 9/19/21

ID Task

Mode






1376 Span 92 44 days Wed 9/27/23 Tue 12/5/23


1378 ARS Install 7 days Tue 10/17/23 Thu 10/26/23 1358





1383 Formwork Install 1 day Wed 10/4/23 Wed 10/4/23 1381












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





1402 Formwork Install 1 day Mon 10/16/23 Mon 10/16/23 1400FS+3 days






1408 Girder Install 2 days Tue 10/31/23 Wed 11/1/23 1407




1412 Pour Concrete 1 day Tue 12/5/23 Tue 12/5/23 1411FS+6 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





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




Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1

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Date: Sun 9/19/21

ID Task

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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


1437 Install Temp. Structures 1 day Tue 10/17/23 Tue 10/17/23 1419



1440 Formwork Install 1 day Fri 10/27/23 Fri 10/27/23 1438FS+3 days





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


1448 Formwork Install 7 days Mon 11/27/23 Wed 12/6/23 1447




1452 Span 87 38 days Fri 11/10/23 Wed 1/10/24


1454 ARS Install 7 days Thu 11/23/23 Tue 12/5/23 1435











1465 Girder Install 2 days Tue 12/5/23 Wed 12/6/23 1464


1467 Formwork Install 7 days Mon 12/18/23 Thu 12/28/23 1466




1471 Span 86 39 days Thu 11/16/23 Wed 1/17/24








1479 Install Rebar 4 days Thu 11/23/23 Wed 11/29/23 1478

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Date: Sun 9/19/21

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1486 Formwork Install 7 days Fri 12/22/23 Wed 1/3/24 1485




1490 Span 85 42 days Wed 11/22/23 Mon 1/29/24


1492 ARS Install 7 days Fri 12/15/23 Wed 12/27/23 1473





1497 Install Formwork 3 days Thu 11/30/23 Tue 12/5/23 1495FS+1 day








1505 Formwork Install 7 days Fri 1/5/24 Tue 1/16/24 1504




1509 Span 84 37 days Wed 11/29/23 Fri 1/26/24











1520 Superstructure 23 days Thu 12/21/23 Fri 1/26/24




1524 Formwork 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


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


1532 Install Temp. Structures 1 day Wed 12/6/23 Wed 12/6/23 1514


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Mode






1538 Strip Formwork 1 day Fri 12/22/23 Fri 12/22/23 1537FS+1 day





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



1547 Span 82 42 days Tue 12/12/23 Thu 2/15/24






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







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


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



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



1574 Install Rebar 4 days Wed 12/27/23 Tue 1/2/24 1573



1577 Superstructure 27 days Wed 1/10/24 Mon 2/19/24








1585 Span 80 41 days Tue 12/26/23 Mon 2/26/24



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Date: Sun 9/19/21

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Mode

















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











1615 Superstructure 29 days Mon 1/22/24 Mon 3/4/24


1617 Install Girders 2 days Tue 1/23/24 Thu 1/25/24 1616





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



1626 Foundation 4 days Mon 1/8/24 Fri 1/12/24










1636 Install Girders 2 days Tue 1/30/24 Thu 2/1/24 1635






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1642 Span 77 44 days Mon 1/15/24 Mon 3/18/24








1650 Install Rebar 4 days Mon 1/22/24 Fri 1/26/24 1649











1661 Span 76 45 days Fri 1/19/24 Mon 3/25/24





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


1669 Install Rebar 4 days Mon 1/29/24 Fri 2/2/24 1668











1680 Span 75 45 days Fri 1/26/24 Fri 3/29/24





1685 54" Pile Install 3 days Mon 1/29/24 Thu 2/1/24 1684











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Date: Sun 9/19/21

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1699 Span 74 44 days Fri 2/2/24 Wed 4/3/24



















1718 Span 73 44 days Thu 2/8/24 Tue 4/9/24



















1737 Span 72 44 days Wed 2/14/24 Mon 4/15/24













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Date: Sun 9/19/21

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1756 Span 71 44 days Tue 2/20/24 Fri 4/19/24



















1775 Span 70 44 days Mon 2/26/24 Thu 4/25/24



















1794 Span 69 44 days Fri 3/1/24 Wed 5/1/24










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Page 34


Date: Sun 9/19/21

ID Task

Mode











1813 Span 68 46 days Thu 3/7/24 Thu 5/9/24



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















1832 Span 67 48 days Tue 3/12/24 Thu 5/16/24




1836 Install Temp. Structure 3 days Tue 3/12/24 Thu 3/14/24 1817









1845 Install Girders 4 days Thu 4/4/24 Tue 4/9/24 1844






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


1855 Install Temp. Structure 3 days Wed 3/20/24 Fri 3/22/24 1837



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ID Task

Mode














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

















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









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






1908 Span 63 50 days Thu 4/11/24 Wed 6/19/24



1911 Foundation 6 days Thu 4/11/24 Thu 4/18/24

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Date: Sun 9/19/21

ID Task

Mode


1912 Install Temp. Structure 3 days Thu 4/11/24 Mon 4/15/24 1894



1915 Install Formwork 3 days Fri 4/19/24 Tue 4/23/24 1913




1919 Superstructure 32 days Tue 5/7/24 Wed 6/19/24


1921 Install Girders 4 days Wed 5/8/24 Mon 5/13/24 1920






1927 Span 62 50 days Fri 4/19/24 Thu 6/27/24



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


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






1940 Install Girders 4 days Thu 5/16/24 Tue 5/21/24 1939






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


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





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






1965 Span 60 49 days Tue 5/7/24 Fri 7/12/24

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Date: Sun 9/19/21

ID Task

Mode













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






1984 Span 59 49 days Wed 5/15/24 Mon 7/22/24





1989 54" Pile Install 6 days Mon 5/20/24 Mon 5/27/24 1988














2003 Span 58 49 days Tue 5/28/24 Fri 8/2/24













2016 Install Girders 5 days Thu 6/20/24 Wed 6/26/24 2015




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2022 Span 57 58 days Wed 6/5/24 Fri 8/23/24








2030 Install Rebar 6 days Fri 6/14/24 Fri 6/21/24 2029


2032 Strip Formwork 5 days Fri 6/28/24 Thu 7/4/24 2031FS+3 days


2034 EBP Install 3 days Fri 7/5/24 Tue 7/9/24 2032






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


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



2048 Install Formwork 8 days Tue 6/25/24 Thu 7/4/24 2046



2051 Strip Formwork 3 days Wed 7/17/24 Fri 7/19/24 2050FS+3 days


2053 EBP Install 3 days Mon 7/22/24 Wed 7/24/24 2051






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






2070 Strip Formwork 4 days Wed 7/17/24 Mon 7/22/24 2069FS+3 days


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

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Date: Sun 9/19/21

ID Task

Mode






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

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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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