2.1 port of miami tunnel cei

INTO THE DEPTHS

OF THE

PORT OF MIAMI TUNNEL PROJECT

www.portofmiamitunnel.com

MAY 10, 2013ASCE TRI-COUNTY WORKSHOP 2013

STATE OF SOUTH FLORIDA’S INFRASTRUCTURE


PROJECT PARTNERS

90% Equity Partner

10% Equity Partner

Contractor

Operator

Public Sponsors

Federal Support


FUNDING PARTNERS

• FDOT contributing 50% of capital cost

• Miami-Dade County contribution $402.5M

• City of Miami contribution $50M

• FDOT fully funding Tunnel Operations & Maintenance from statewide maintenance funds


OVERVIEW OF PAYMENT MECHANISM DURING CONSTRUCTION

Construction Cost $663M

• $100M during Construction consisting of 4 defined milestone payments:

1st Milestone - $20m – Tunnel Design Complete (Paid)2nd Milestone - $40m – TBM at work in 1st Bore (Paid)3rd Milestone - $25m – TBM at work in 2nd Bore (Paid)4th Milestone - $15m – Substantial Completion of MacArthur

Causeway

• $350M at Final Acceptance of Construction

Total Milestone Payments = $450M


PUBLIC-PRIVATE PARTNERSHIP OVERVIEW

• Concessionaire will design, build, finance, operate and maintain (DBFOM) tunnel for 35 years• Design and construction - first 55 months• Operation and maintenance - remaining 30 years and 5

months through facility hand-back

• No tolls

• Concessionaire compensated through• Milestone payments during construction period• Availability payments during operating period


SCOPE OF WORK

Shifting of EB MacArthur Cswy

MacArthur Cswy Bridge Widening

Twin tunnels under Government Cut

Modification of Dodge Island Roadway System


PROJECT VIDEO

PROJECT BENEFITS


• Provide a direct connection between the Seaport, Airport and the Interstate Highway System

• Maintain PortMiami as the county’s second leading economic generator

• Relieve congested downtown Miami streets of Port passenger and cargo traffic, improving safety as trucks also traverse areas of pedestrian activity

• Facilitate ongoing and future development plans in and around downtown Miami

American Airlines Arena Bayside Marketplace


MACARTHUR CAUSEWAY BRIDGE WIDENING

“Before” “After”


WATSON ISLAND CONSTRUCTION STAGING

Stages 1 & 2 ConstructionMay 2010 through September 2010


WATSON ISLAND CONSTRUCTION STAGING


TUNNEL BORING MACHINE

• TBM cutter head withan outside diameterof 42.3 feet (as highas a 4 story building)

• 361 foot long trailingsupport gear madeup of 6 gantries

• Total length of theTBM is 428.5 feet long(more than a footballfield).


TUNNEL BORING MACHINE EB & WB BREAK-IN, BREAKOUT & TUNNEL

Mining of the Eastbound Tunnel began on November 11, 2011 and was completed on July 31, 2012 (751 Rings & 4,186 LF)

Mining of the Westbound Mining began October 29, 2012 and was completed on May 6, 2013 (745 Rings & 4,152 LF)


TUNNEL BORING MACHINE (TBM) VIDEO


Tunneling Profile Section & Cross Passages

• Tunnels are approximately 4200 ft. long

• +40 ft. under the bottom of Government Cut & approximately 120 ft. below the surface at deepest point

• 5% Grade

• 5 cross passages


CROSS PASSAGES

• Five cross passages, or emergency exits, are being built between the two tunnels.

• Cross passages are approximately 700 feet

• Cross passages 1, 4 and 5 are not underneath the channel and were pretreated from ground surface using cutter-soil mixing panels that form a grouted block of soil that can be excavated.

• Cross passages 2 and 3, which go underneath Biscayne Bay, are being treated with a brine to freeze the ground, before excavation is done.

CROSS PASSAGELENGTHS

• CP1 – 15 ft.• CP2 – 36 ft.• CP3 – 37.5 ft.• CP4 – 43 ft.• CP5 – 10.5 ft.


CROSS PASSAGES – GROUND FREEZING PROCESS

• There are a total of 44 freezing pipes.

• Estimated freeze time once brine installed at -22◦F is 40 days.

• A small cooling unit is installed in the second tunnel to cool the lining segments and ensure efficient “closing” of ice ring.

• Steel support frame is installed to prevent movements of the first tunnel due to ice pressures.

• Steel door is installed as “fail safe” to be closed in case of an emergency during excavation.


BORED TUNNEL TYPICAL SECTIONS

Two 12’ Travel Lanes2’-6” Shoulders on both sides

2’-2” Maintenance Walkway in each TunnelInternal Diameter of Tunnel is 37’

Spacing between Tunnels varies from 21’ & 60’


CUT & COVER TYPICAL SECTIONS


DESIGN CONSIDERATIONS

• Traffic Analysis Baseline Report: PB’s existing conditions traffic analysis report 2009:

ADT = 16,000 vpdTruck Traffic = 28% = 4,480 vpdHazMat Trucks = 20% = 896 vpd

• 5% maximum grade

• Level of Service D

• Physical tunnel clearance 16’

• Posted tunnel clearance 15’


TRAFFIC SURVEILLANCE & CONTROL SYSTEM

The Traffic Surveillance and Control System (TSCS) consists of the hardware and software necessary to monitor and control traffic and improve the safety and quality of traffic flow by preventing or relieving congestion.

Primary Functions & Benefits:• To provide efficient movement of traffic on and around the Project’s roadways

• To provide early detection of traffic incidents that cause slowdown and/or blockages

• To provide a systematic lane control for shifting or redirecting traffic through the roadways & tunnels

Components:• Closed Circuit Television Cameras (CCTV)• Vehicle Sensors• Lane Use Signals (LUS)• Dynamic Message Signs (DMS)• Overheight Vehicle Detection (OHVD)• Portal Traffic Closure Signas (PTCS)• Automatic Traffic Control Gates• Local Field Controllers (LFC)• AM/FM Rebroadcast/Highway Advisory Radio (HAR)• Fixed Signs


TUNNEL MECHANICAL/ELECTRICAL/ANCILLARY BUILDING SCADA SYSTEMS

The SCADA system contains the computer hardware and software necessary to perform all monitoring and control functions for the Mechanical, Electrical and Plumbing (MEP) Systems.

“Monitoring & Controlling” functionality for following systems:• Tunnel Ventilation• AC & ID• Tunnel/Stormwater Drainage• Tunnel Lighting

“Monitoring Only” functionality for following systems:• Carbon Monoxide Monitoring• Fire Alarm and Detection• Fire Suppression• Hydrocarbon Monitoring• Electrical Distribution• Communications Systems• Building Systems


UNIFIED OPERATOR INTERFACE

The Concessionaire will provide a unified operator interface that integrates the TSCS and the Tunnel’s Mechanical/Electrical/Ancillary Building SCADA operator functions into a single unified interface.

Unified Operator Interface Main Functions:• TSCS and SCADA Alarm Notifications and Acknowledgement• TSCS and SCADA System Device Control• Cross Platform Alarm and Device Control between the TSCS and SCADA Systems• Incident and Event Tracking and Logging

UNIFIED OPERATOR INTERFACE

TUNNEL MECHANICAL/ELECTRICAL/ANCILLARY

BUILDING SCADA SYSTEMSTRAFFIC SURVEILLANCE &

CONTROL SYSTEM


Dodge Island – Roadway Improvements


CONCEPTUAL INTERIOR VIEW OF TUNNEL


WATSON ISLAND – TUNNEL PORTAL

• Eastbound MacArthurCauseway view

• Tunnel Portal houses the Flood Gates whichcome down in theevent of a storm toprevent flooding oftunnels

• Aesthetic challengewas the massive sizeand boxy shape of the structure


PROJECT SCHEDULE

July 31, 2012 – Completion of eastbound tunnelMay 6, 2013 – Completion of westbound tunnelSpring 2014 – Completion of Dodge Island roadway improvements May 14, 2014 – Substantial Completion - Port of Miami Tunnel opens

to traffic, O&M Period beginsAugust 14, 2014 – Final Completion

As of 5/10/13 - Construction Days to Date:1304 of 1765 (55 months) = 74% of Design-Build

Questions?


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2.1 port of miami tunnel cei