6h Memo

PORT OF SEATTLE 
MEMORANDUM 

COMMISSION AGENDA             Item No.      6h 
Date of Meeting     May 4, 2010 
DATE:    April 8, 2010 
TO:     Tay Yoshitani, Chief Executive Officer 
FROM:    Michael Ehl, Director, Airport Operations 
Wayne Grotheer, Director, Aviation Capital Improvement Program 
SUBJECT:  Airport runway 16 Center/34 Center (16C/34C) sixty-percent reconstruction
design  CIP C800406. 
Amount of This Request: $669,000        Source of Funds: Airport Development Fund 
ACTION REQUESTED: 
Request Port Commission to authorize the Chief Executive Officer to direct staff to proceed with
project management, design, and preparation of 60% level construction documents for the future
replacement of runway 16 center/34 center (16C/34C) at Seattle-Tacoma International Airport 
(Airport). Pre -construction project costs to accomplish the 60% design are estimated at
$669,000. 
SYNOPSIS: 
This project will produce the 60% design for the runway 16C/34C reconstruction. The design
will include utilities, runway status lights, and other scope items related to the project. The 60%
design will be completed in 2010, followed by the remaining 40% design in 2015. Port staff will
return to the Commission in late 2014 or early 2015 to request funds for the final 40% design. 
BACKGROUND: 
Runway 16C/34C was constructed of concrete in 1969, with a 20-year design life. The Airport
began a Runway Improvement Program in 1993, which was designed to rehabilitate and extend
the useful life of the runway. The runway rehabilitation continues through this summer. More
than 600 of the approximately 4,300 concrete panels will have been replaced since the beginning
of the program. 
In September 2009, Airport staff decided, in an effort to defer costs, that runway 16C/34C should 
be reconstructed in 2016, but that the design of the reconstruction would begin in 2010. Taking
the project to 60% design will allow staff to proceed expeditiously to full design and
construction in the event that 16C/34C fails prior to 2016. Should 16C/34C suffer a premature

COMMISSION AGENDA 
Tay Yoshitani, Chief Executive Officer 
April 8, 2010 
Page 2 of 5 

failure, without 60% design completed, the runway may have to be shut down for up to two
years until design and construction could be completed. Under this approach, the work could be
completed in one year. 
PROJECT DESCRIPTION/SCOPE OF WORK: 
Project Statement: 
Perform the runway 16C/34C 60% reconstruction design in 2010, for a cost of approximately
$669,000. 
Project Objectives: 
Have the 60% runway reconstruction design available, if the runway fails and requires
reconstruction, prior to 2016. 
Scope of Work: 
Produce the 60% design for the runway 16C/34C reconstruction. The design will include
utilities, runway status lights, and other scope items related to the project. The 60% design will
be completed in 2010, followed by the remaining 40% design in 2015 (under a separate future
authorization). Other scope items included in the 60% design are: taxiway N redesign (between
runway 16C/34C and runway 16 left/34 right (16L/34R), taxiway C redesign (between runway
16C/34C and runway 16L/34R), joint seal design for all other cross taxiways to the runway hold
lines, and re-grading design north of runway 16C/34C. 
STRATEGIC OBJECTIVES: 
This project supports the Port's strategy to "Ensure Airport Vitality" by maintaining a safe
operating environment as well as maximizing asset utilization. 
FINANCIAL IMPLICATIONS: 
Budget/Authorization Summary 
Original Budget                                             $669,000 
Revised Budget                                         $669,000 
Previous Authorizations                                             $0 
Current Request for Authorizations                                 $669,000 
Total Authorizations, Including This Request                        $669,000 
Remaining Budget to be Authorized                                $0

COMMISSION AGENDA 
Tay Yoshitani, Chief Executive Officer 
April 8, 2010 
Page 3 of 5 

Project Cost Breakdown 
Design (in-house engineering)                       $320,000
Project Management                           $224,000
Survey                                    $70,000
Internal POS Reviewers                           $30,000
Outside Professional Services                         $25,000
Total                                         $669,000
Source of Funds 
This project is included in the 2010-14 capital budget and plan of finance as a business plan
prospective project within CIP C800406. The funding source will be the Airport Development
Fund. 
Financial Analysis Summary 
CIP Category                 Renewal/Enhancement 
Project Type                  Renewal & Replacement 
Risk adjusted Discount Rate        N/A 
Key risk factors                 N/A 
Project cost for analysis            $669,000 
Business Unit (BU)              Operations, Airfield 
Effect on Business Performance      NOI after depreciation will increase 
IRR/NPV                N/A 
CPE impacts will be reflected in airfield rate base when
CPE Impact 
the reconstruction project is completed in 2016. 
As a cost recovery project, traditional financial analysis measures such as net present value
(NPV) and internal rate of return (IRR) are not meaningful. 
ECONOMIC IMPACTS: 
Generally, there are no economic impacts related to renewal/enhancement projects since they are
primarily related to preservation of existing business activity.

COMMISSION AGENDA 
Tay Yoshitani, Chief Executive Officer 
April 8, 2010 
Page 4 of 5 

ENVIRONMENTAL SUSTAINABILITY AND COMMUNITY BENEFITS: 
Various sustainability practices will be considered during the runway redesign. These practices
include, but are not limited to, performing a life cycle analysis of materials used to ensure that
resources being used and/or recycled are environmentally and economically practical; utilizing
onsite water for dust control and irrigation; the reuse of materials such as concrete, asphalt, and
soil; and employing low emission construction equipment. 
TRIPLE BOTTOM LINE SUMMARY: 
This project is a financially responsible way to design the runway, for reconstruction in 2016, 
while allowing for a quicker reconstruction; should the runway fail prior to 2016. Maintaining
an operating runway benefits both our airline customers and travelers. 
PROJECT SCHEDULE: 
15% Design Review               July 2010 
30% Design Review              September 2010 
60% Design Review               December 2010 
ALTERNATIVES CONSIDERED/RECOMMENDED ACTION: 
1)  Do nothing: This alternative would not provide a runway reconstruction design, resulting in 
no reconstruction. This would result in runway 16C/34C becoming a potentially unsafe
surface, which would require closure of the runway. This is not the recommended
alternative. 
2)  Complete 100% reconstruction design in 2010: This alternative increases the risk for
additional costs in 2015 and 2016. The design team in 2010 may not be the same team as in
2015. The new team will have to review the 2010 work; which would be a cost to the
project. Other issues that may result in having to redesign the 100% design include a change
in projected runway use between 2010 and 2015, as well as changes to FAA runway design
standards. This is not the preferred alternative. 
3)  Complete 100% reconstruction design in 2015: This alternative has the benefit of deferring
costs, but increases the reconstruction duration should an immediate reconstruction be
required. Runway 16C/34C will be 47 years old in 2016, nearly three times its design life.
This is not the preferred alternative. 
4)  Complete the project as described: This alternative completes the 60% runway reconstruction
design in 2010. Although additional re-start costs will occur in 2015, this alternative will
better prepare the Airport for a timely reconstruction. This is the preferred alternative.

COMMISSION AGENDA 
Tay Yoshitani, Chief Executive Officer 
April 8, 2010 
Page 5 of 5 

PREVIOUS COMMISSION ACTION: 
None. 
DOCUMENTS ASSOCIATED WITH THIS REQUEST: 
None.

Limitations of Translatable Documents

PDF files are created with text and images are placed at an exact position on a page of a fixed size.
Web pages are fluid in nature, and the exact positioning of PDF text creates presentation problems.
PDFs that are full page graphics, or scanned pages are generally unable to be made accessible, In these cases, viewing whatever plain text could be extracted is the only alternative.