Skanska Infrastructure Development 99 Canal Center Plaza, Suite 125 Alexandria, VA 22314, USA Phone: 703-340-1200 Fax: 703-340-1201 Web: www.skanska.com/id

A Business Unit within the Skanska Group

September 29, 2010

Gregory Whirley, Sr. Commonwealth Transportation Commissioner Department of Transportation 1401 E. Broad St. Richmond, VA 23219

Dear Commissioner Whirley: This Conceptual Proposal to add capacity to the Bridge Tunnel (HRBT) is submitted by Skanska Infrastructure Development Inc. (Skanska ID), on behalf of the Hampton Roads Crossings consortium (HRC). It is an Unsolicited Proposal in accordance with the Commonwealth of Virginia PPTA Implementation Guidelines and pursuant to House Bill 402 of the 2010 Session of the General Assembly of Virginia (HB402). The HRC consortium currently comprises Skanska ID, Kiewit Infrastructure Co. (Kiewit), Skanska USA Civil Southeast (Skanska Civil), Weeks Marine, Inc. (Weeks), and Parsons Brinckerhoff (PB). If ultimately successful in entering into an Interim and/or Comprehensive Agreement for this project then it is our intent that Skanska ID, along with one or more other sponsors, would form a special purpose vehicle (SPV), to execute such agreement. The SPV would also enter into a design-build contract with a construction Joint Venture formed by Kiewit, Skanska Civil and Weeks, with PB as lead designer.

Our assumptions for financing the HRBT expansion include possible federal assistance through direct loans, credit support or tax exemptions.

We enclose a cashier’s check in the sum of $10,000 for the Department’s first phase review and acknowledge that a further $40,000 will be payable should our proposal be advanced to the 4th stage of the review process.

As required by the PPTA Guidelines, we have supplied under cover of this letter 20 hard copies and 1 electronic copy (see note) of our conceptual proposal; once this proposal has passed the quality control review, further hard copies will be provided to all affected jurisdictions. We have identified the following to receive such copies:

•      •    

  •     •      •     •             

Please note that we have received consent from the Office of the Secretary for Transportation for certain information within our conceptual proposal to be withheld from disclosure under the Freedom of Information Act. A copy of this consent is enclosed with this letter.

For ease of reference, we have set out this conceptual proposal generally using the structure and tab numbering requested in the PPTA Implementation Guidelines.

The person authorized to act on behalf of the consortium and to whom correspondence should be addressed is:

Mark Lemon Email: [email protected] Telephone: 571 217 7029 Facsimile: 703 340 1201

We look forward to working with you to develop this project and we are ready to attend any meetings or to make presentations of our proposal, as you may require.

Sincerely, Signature on file with VDOT

Karl Reichelt Executive Vice President

Note: We have in fact provided one full electronic copy and, to assist the Department in posting information to its website, one abridged electronic copy which excludes the proprietary and confidential information currently exempt from disclosure under FOIA.

                                                !    "#               $%              $ % &"

   '                    $  $\             $   \       )*      $                     "

  

                             S              "

#                    !& &,-   ./ *  0 1 # $  233   "!       !& &4    \        25    " #     6  '   7  8 -               9  #      *      & ":   *         *  9 # $  &         '  " #   !    \        ;   !& &#$           $8#" !& &    < !   " ;                    $    &  :  !& &" # $  %&                            -     ;             "   *\             5        "

6     *  $  \           8  -  &      =   ? 4   =1:@ * $*      $        9&    "

   A *       $  $                   $               $   B

# ! \     #     $*                    #              # !                >                  $  #            

  \

  \         !              8      B

#             *        &     %   # %       \    &    $            &            # '& $          &    # '& #       9 # '&         $                  -                    "         \      $    3*        &" # '& ( &  \        %         " # (            

   $   *    \  \ B

#   )  & &&       ;                   # '& &  &         >$      ; $ = = =    $ 7               84A                     "

   

   %  \                  ;       === 7                  "

           *               

      &     &  $                 $          \      & "!& &4  %       \     &         *             \; $

      "

\                        &                 *  \                "

    '             2 2                @$'     \     $   \   $   0     !  $\          $    "     *    ;    2)"D 2"D   $           *  $ ]   &    "6      $'     \             ) "     

 6 >          *              # .//D     $           "    ;                   \    $               '  "         0     !     84A   '  #             53.)"

0! 4           "6      \     ;   &         " $    &      0!           $       \    $      &      )  "

  '    %   >                          >    =   ?4         %    * ":  

     ; $    ;            $ %      "  $            $             "           $        &       \ "

 & %\  #  $       *       &              "6  $          &          $       $        $    $&  \ ]            "!           \  $           &      $    ]         \  "

             &                           "6   ;                 & &"

   

'             B       *      $  $  $         " 6                                          S                   "

     \                        

   ' F'G  % \     ;      8  4      F84AG     \  &        "    $\  $                  D $                    $ = = =        $  7    "

'   ;  *             *           < !      "!& &    4 F!& &4G  $&   '   7 8 F'78G :     '$!& &

  $&   ' &  8  4       F84AG    #    4   ?=    ?=1:0;    * F4?=?=1: * G$   \           &            9&"           >       =     \      &   ;    " *    \        >    %        * $            $   ;       $$          $   &     84A   & "@ $           %    >   * "    ;    !  5 )"

  !  "      #                                  \     \                            !                                  "  

'       \      $ $               *   <"!     " 6    *        &  $    '             ;   ;       &     *     "

  +  # (,

#   *   $!& &4  ;     ;     $\           * "  $  $   *    $;   &              $          "!& &4       \ 

9       S   ]   !  $ ' " 753.3$     \    25     *  !    S    ! S \    * "!& &4  \            "$    $   %     & %  \  *    "

 ;     \  *   !& &4 $\  $      B

#-. /0  +1  2

=5D*            F G    !& & *        4 $ $@   A F4@AG"!& &4 3            F3HG$# & F.3HG 0 F.3HG"           !& &   D3?D3*  "4   & \    $ =533/$    /5D       F2."   G   &   \    "

=5D    )3        =5D  * $    5D3  "4  \      $ *                9 0  9 6 %  =5D  1  " #  3               "*         ."5&  \    #."*      &  1  S     53.5A , "

$ %$  

!  

)I $ #  '  '      !             !& &   &  &  "  %                          $  \  &  ! # " #5              &          .3$333*  "' $IJH           F   0K  G$               "

     #  ' *  $             "  ;      .      $ .D    $.5   $  =   "!        >                  J3$333            *  &                 "

!3 #

#.=       *  !& &     %   "       %\         \      5 7 533/  \   &  *     "@ $            $   &    ;         =          *         ."

 *    $ $   $\   $        $/  "'       $   $   $                   A  533I   D   .-  5I   5$               F 8   G$       "

   * $ !& &                                " &$  

(345 6

0.I=  @           !& &   "*       )."I    $      

    )"5  $       I     "                           &     "

'              >          "   %    \        " S             \           \   $ \ '$  ()      \          "=    $    $          "

 '7#  '7 #0 (, 

!& &4   &  84A    4?=?=1:0;    * " 7 53.3$ 0'  FD3H!& &4 G      #   84A"*            *   ; =          ; =    4    " =1:0;         &   =1:0;  5"  *    ;   &  $  '          * "

!& &4      ;   $\   $            $                            $   &        84A"

%   '   (,

:     '"$!& &

S        $ @ =     !& &  :      $  \ ;   S      "   $ :   !& &

!    9L&$*   6& =    "#  $:          &    6& = "

#:  *   &       & \ 2.*               !..?.5. *    4 @ 6 F4@6G  "6   53.)$ *   \  

*      5  $  .   $       ;       * )33$333  "

6& =     :    6  #  -  *     9L&' 4       :  6& *  2.5     ;                  $     " @ ."5.     *   '  &   "

)  *+  , !   -./

4?=?=1: # * $8# 4 1' 78' 78' 14 @ =  $=4 1' 78' 14 66     F   G$=4M8# 78' 1' =?'=       .$8# 14       5$8# 78' 1' 14 4   .$8# 14 4   5$8# 14 =    $8# 14 ' &   $8# 78' 1' )!   $9L 1' 78' 78' 14 #  $'# 1' 78' 14 '   $!' 1' 14 .D4 ? $< 1' 478= 5D4 ? $'A 1' 478= !/.0; 1  $'# 1' 14 ! 7%   $'# 1' 14 3?' "$# %%$9= 1' 14 J3, '  $'A 1' 14 ! '&  $' $@1 1' 14 .5D?3  F G$# %%$ 1' 14 9= $$@1 1' 14  K  $9L 1' 78' 6  #   $9L 1' 78' =?'= &   $9L 1' 14 .30  $@1 1' 1' 14- =?'=

4 4 1' 1'   14 14  78' 78'   =?'= =?'= 478= 4 78= 

#  :  S    ?     ;    B

# #    F#G$! @  $'#$2/=F.//G # @ =    $=4$25=F./IG # )!     $9L$2/=F./J)G # 9   $$6#$2.D=F533IG

# 4 S !  $'#$25J5=F53..G #   = >   * $  \$'#$2JDI=F533JG # ' &   $8#$2533=F./G # ! @  A&   !&!  $'#$2.$5)3=F533IG # 6  #  $=   $9L$2.5=F53.5G #  =  .$ ' $25$33=F53.G #       $   $8#$2I=F./JG

:       *      #$2.I3   *              ! @     ! @    A& "*                    $   \     >    "   *        ././J    \  "

 7 5335$*   :    \'"$       2."5   P!&!  Q      ! @  A&   "'         \   ;  &    $ *          '   4         "           \   \      &     "."5  $.     & D5       $       JD3  " !&      =533I"

   = >     \ #  533J"          0, 11      '% > !  $                '  "'   :  $ \      I5    J$D33  "     ;  ;   = >     <    \   "      M   S.3       9 533                <"!" 12$ 31 

#:  *             =  .* "  &    5)     ;  .   =, !     8  5. !   1 "      

    .3         @  $     =      \   .J   " *            @  ' 

            " &           .3  "         $      )".          & $.$333     $)/   $1       $I3$333     $   &$A8        "

#  !& &S    ?     ;    B

# '   $'  $!'$2DD3=F533DG # A  1 &B! 4 &  $2.")F5333G # #!   $! @  $'#$2.I3=F.//G # &  $9&$8#$2JD=F.//.G # @ "=  $ $=4$2ID3=F./IG # 66     $#;  $8#$2.)3=F533IG # /D?

A     1 &      =  !    4   $'   $   A  !  "!& &           "I         !    5"   $ \       "     5333       0530 =    &   &       "*                A    '  F           G  0 1 2/ 4,

     "        .IJ $;     "        .3J "$        "#              "A        >              >     ]    A    "*                   * "*            &  

        F!'#4#G          "

6   < !   $!& &       '   $         !  ' $     '      =    "       \ 7533D            "2D3       *   <"!"  .J '    5"      $            "     9 # S      .  -5 1       .DD "         $              \  >"    &F G$        ;            %&   "           "!             * $ JDH      *          "  533D$ #  M      #     * \      40#     , #;                "

 @ 53.3$!& &           2.33=       * &   A $9" * &   5./I  "  ..D " $   .3  $ )J " "           A    "=  .$333$333      & %             " 1# 5,/

!& &S ;             2.3        * $84AS         "'  533D$ 5"D   *        6 9&     

     0 >      *    "       DIF=  1 : @G  =     "'  0"8"6    & !& &    &   "*   ;    B  $  '!P              =  "   . 

#  6& = S    ?     ;    

# #    $! @  $'#$2.I3=F.//G # 6  #  $=   $9L$2.5=F53.5G # 6   &$, '&  $1   $9L$25D=F533/G # @44  $=   $9L$2.)=F533JG #   =  '    $  $9L$2/=F5333G # ! =   !   \ $! @  $'#2.3)=F5333G # # = $   $8  $2.)=F533G

!$# '5 $ &

6& =           &  '   6 @      $8  "&     533                0 >       "*     33$333   &$      F     G$ .3         "

6&      :  $ '   *          #        ! @  "6&      :    6  #   *  9L&$     !& &  @44      =   "

6& =              , '&    6   &  \    =  '    1   "6&        =:??6& * 8         \         ! =     ! @  "

   *                 0"8"6    8       & "

  S ;    &              $  84A$A 

4A$=     #  $   #  9L& 97 $  4A$  9L&=     #  "  S   \  ;    B

#    @ "=          !    - # 1             !  9L&' -

# # \=      4  ?0 ?# ! F#=40#!G  =#       9L&' "

        @ =          !  =     #  F=#G"1   =#A  ' $                                         "0     &      $      $          #           "

0"8"6   $ "       84A*      4      "A     *  0"8"6   *           &             "

'           ;    * "       4?=?=1: *        $% $         * "

% 7'  

   *        S  &F G        "    .$333   &  5D3\  $   \     " 9& 8             $  $ \  $          $                 "

6 J3 $ S         ;     ;           '  S   * $  &  4  $=           "         84AS    "

S      ;          *           " *                $         "A  ./DJ   $        "

S ;             B

# =    F   \ G$9&?   $8# # 4  0 >     $9&?   $8# #        $   $8# # 6       $=# # @   '     $=#

# @ =    $=4

   $  &        84A     .3          ' "   0  #    =          533"    &  !& &

  * "

              ;              #0'A= 'A6"  #0'A=&  ' #  *    $=#     *   97 #'* "

#0'A=S ;        B

# ' # ?   $  $=# # ! # ! $9L&$9L #   S 'F#'G=   $9&$97

  &  'A6     "'A6         *   "

'A6S ;        B

# !   ! &$! # >  , #     $   $:

#                  < !     *       %             *  "    ;    4?=?=1: *  ;  >        ;  "

6     #     "\      \             $        !

6&                     &              S ' \   $ $                   "

!& &4        & \       %    " !& &4    \  $          "                 "!& &4      % \             "#   \      !& &4      $  $                       "

#R \  !                    $    !  ' \   :!6        

    "

:   !& &

/ 6 *.   + 7  5 

89    &      , %                        \  \"              

  '$!& &4$      !& &# $   ! &! &0; "  >   .5J     $#  $

%  #;  8#$ 0$ ;  *         "R \   &     '  !  .""!& & 4S       &     $   $    "#         $!& &4   &   ;        "                           "#   !& &,S ,   $!& &4              >    $             * "

!   >       !& &S   " S       &       $  $     $      "          $!& &  >  S          ! 6&                             "

 \   &        !& &,       >*   $      \     "&         ,$!& &4   \        & "           \      =5D*  1    & \     =533/"% \   ;   * \       !  )"5"              !  )"5"

6 \        \    * $  %         % *            & " '     ;     * $                   $ '  %       & "

@ *  :  $!& &$6& F:!6G    $   &     F    & $ 0"8"6       ;  G   *  ; " S  ;         8     '  8        \       * "

:  $   '78$  & 53.3         < !      0  9 F09G$533/":      25D       *    & 53.3     S         ":            .3$333       .$333   ":   4  " 533/$:  S      2.3   "6     $:                        ":             %  ]  9 # "    5.$D33      25   "

:  '   ' S ; \       D                           "     ; 25D3      *  2      "                     *    5DP0PQ*  4 $'  6  #"   $9L&$,66 9A 1#$4@6'   4 P$ '' *  = ' =4" !& &

!& &

!& &

6& = $ "F6& G$           <"!"                   >    <"!"     &    533       <"!"$  I/  53.3 09    ;      &   6& "6&      &          *    96  !   0"6& = $ "        %  ]   0  <"!"           >    $      >  %      * $          \        "

0"8"6   $      '78   >       $  $ $ $      "                   *      ./."    ;  ]    %      %   8  $8  "

                "

%4  "   &  \                            &          

   '   !& &4$  *  %    "

!& &4    $  \               "          % \        "!  $ !& &4           *  %    '  #   ; "'S %                < !               *        "

 *      :!6         '"     $             '       "

:!6  DH3H.DH :     '$!& &

) %*0 3 .  -..  

Core Team Anticipated Advisors

Finance

Traffi c & Revenue

Public Affairs

Legal

Project Sponsor Construction Joint Venture Operations & Maintenance Skanska Infrastructure Development Kiewit Infrastructure Co. Skanska USA Civil Intelligent Transportation Systems (potential to add at a later date) Weeks Marine Tolling with support from:

E.V. Williams Right of Way Parsons Brinckerhoff Transdyn AECOM Environmental / NEPA

: #$ S !   &  #  '  \         \ &       \            #  '      \  

&    '       *    ;           &        "      ;       \  $ $   $%     $       $     %  ;   *    "

        =&1 $  !& &4$   '"     * =  '"

 $   6   (,

=&1 F * 4  GB #      $     $\   $       *   <:$#  $'  1 #         !   '  "=&S  ;        $     

      $          *& "

# = F@  4  GB #\   ;            &   \     ! .5.*  ;     = ? .*   ' "     \        #   $'      \    4? =?=1: * "

! 0 &  F4   A  GB #  ; & AM=    *   0.I @  $4. !&  #    ' $!   ;              *    $   $      "    &   4   A   =      4?=? =1: * "

4  F\  $ $ A  GB 4     0 S 1     ;      \      !& &4S    ; *    #  ' "@ ! .5. *     = ? .*         25      \   F    G       "'  &        4?=?=1: *      =1: $       $           * "

 $     (,

     $        $ &          ;   *                 "

! 1F4 =  GB ="1   ;  ;   8  $   *    S           84A" *      \    4     *    I/D     7  "="1      ' &0;          ))    D '  "

'    F 4 0; GB ="        ;  *        ! $' # ?  * $6      : $   &      ' "

6 &  F0;  <  GB 0;      -="6 &     &  4?=?=1: *  

= =    "="6 &             ;      * "

' 1F90 #=  GB ' 1             *         < !          $  $      "

             $   $            *     !  $' $       "    J3     90 # "'             *         8    $  $!   8     8  4        $ = ' &   0! 9 '     #  $ !    & ,  0!$=!$ !40!8  4      "

 $     (,

:     ;        *         * "

 # F'78 * 4  GB    )3 ;         :  "          :     & 4   =   :  S    N9  $= #  $ '  N  2D3    *     "       $%  $         "   * ;     6  #     #     9L'4A$ 8> 9      \          #  $ & \     @ =    "

 ,  F4 =  GB #     )3 ;        "        $  $& $  *              *   <"!"*    2D3   '''   *  =   #    *  @ 4      "A            A ' 1    $        @ =    $  $ $   &  !    6   $4'"

: A F'   =  GB :     ;    :  S     9  $          6  # !   $        2.5      * $     9L'4A" 53 ;    &  *    #=    '      *   : &$  6' 0    !6 * $ 9L&' ":   & \      4    4 *  1 $ 9L"

 &:B =":           @ =      *     ;  *   0  

  4?=?=1:0;    * "

4#   B ="#   S ;  ;    &               @ =     '    9&"

 & B ="            &  # =           8    #            4?=?=1:0;    * "

7&1  B ="1    )3 ;   !& &  ;   * $   9&'  N  . '   "  &   =1:    4?=?=1:0;    * "

 >> B !    .I ;   !& &$  8  *

 $   8 !  78  (,

&      R#?R'         R     $;   * "   4 B #  R#?R'   $     ;    *        =    #   *   ' # ?   * $   4 = "

1,B # \R ' =  $=",     )) ;    !& & %    $  .D  

<$&                    \                        \ "                  (   

'    &             * $      84A"

# ;  !  5"D$'      90 #             84A  0     !     "  ;  &     $ $        90 #       '              * "    *      >   >   &    &     4?=?=1: * " 

#       5"/$'     ;        * @$!   1        4?=?=1: * "'   &%          ;  "

'  % \$         ;    ?    $  \    $       $    !%     $

    $  $    "

&     !  ."          * "'    * \       ;         *    "

'               AM= " 4    $                           B

# ' $@   $ 1  #  N4 $'   $?! # !  R ' ?R #   # #  N A\! 

  >      *                ?  ?   * "      '       $                          AM= "

# '  ?!   #   N ?    $  M!         # R ' ?R #  N     $ $    # !    #   ?' A  # @   #    4 ?  # A6#%  # 0    =   ? # '  '    '   # 40?!@ '   # A   =    # ' 

# $ 

'    ;      84A    > &       B

# @& &   " # # *       " # '   *     " #           4?=?=1: *  # < !  @     * \ "

# # ]        P "Q #        FP  &QG       " # <                    &       * " # 1   #  $             $           * "     $' 84A &                   * "       $'               *                         "

'S       *      \  84A$      B

# 0\  90 #   '      " # '   >                  4?=? =1: * " # 4      &    %      " #    &             " # 4 \     *    $     $    % "

' #0                                           

'    8   #        &       84A    4?=?=1: * " ;              * "          *          84AS          "

 *                 $   '          '      $  $        '      &     "#' #  F'#G   84A '   & $                   "'      * &      \  $            $   $ \    &      " !  $84A ;   &  $        $               $    &            \   "

' ;  ;           *  &                        &   % $    "*           '" '     S   %   "$*   %       $        ;      "     *          *    \       "

=     " 1(10 $ 4  )  %              !'  )                *                                 +                                :  *    ;  40      *  F  T2.G"A  ;  5D0P *  4 :                 &       * 40 "       40\   :         >           40        ;    "#    *  =!0   $  ] &$ &    $     ] &     &   40\        "               40\   0P* "

/ =*.  &  91 )  /2- > #

: [ [ [[ [ [[ [ [[ [ [\ [ ; < =>??<

:        40\        * "      40\   *             "

           &    :                        \  $      >       \ % \40\   &  ;   * "               40                        \    0P* "

       $:    &       \     ; $ %  $&   0P*              .34 40 "<  $ 0P *  :  S     * $   40 $      $          * "

'9 (: %( $ $

# :              40     0P* "

# :    ;  2.I     \40\ " #    *    \    $ *  ;  >      'S     # = 40 &   *                           &        ?       " #           :  S      40 "=  25"D     *      &  40?!0    "               -    $ 40     *   "=  D$333            )0P          40     :  " # #;  33     ?        0P :  " # #;  .3       ?    \40 " # #;  3  * S       \40 " # :      25D3     \40\ -;  J      P Q          '@    " # *  &       \\     ".I \     40 \    :  S    $   .0P   "#  $'4AS  \40  )      0P * "

'     ;            40?!6#=         %                 "

?"- @  *                               \     ,  ' \  - ./+   -  0 *& -  ./+122                             %     

:  $!& & 6&              &   $     $ 84A       "A     B  *     $   ;                     ":  $       $      :      $   *      * "

'     SA!#   \             "#            \ "                * "0;  = \    \     R \  !   F .".3".G$          "         K             >  "

/ ?*A \ " $  $    !  &  ; " #

 &  9  9  9 

1 %  4  0 =    B 9 %         " 9  4              #  6 !   

            %               "*    %                        \ $       %  "

@  $#    9  9             D     6& '        \          F  & G  FGA!#\  "   A!#\          2D333" #    \    $6&  &                 "

7   #   9*           9     "9*  "    \FDG $ '    '  4   :     '"$:  '    4     ?*    '"  "     " # 533J6& \               8    $11'     &   0   ' * "    & 9  4  533J    @ .$ 533I"6&  2.$I55$.D"33"

'  4 9  9  9 

1    9  9  9 

 4  ? 9  9  9  !  

4   9        9  9  % \  $@   9    

D!      A!#)33       A!#)33       A!#)33     4    0;  = \   :     0;  = \   6&    0;  = \   6&     '  D B = $ "F G  D B = $ "F G  D B

533/9'409'0#0."DJ533/0=3"D 533/9'409#0"DI0= 533/9'409'0#0D"I533/0=3")JD

533I9'409'0#0."J533I0=3"D 533I9'409#0D".J0=3"5 533I9'409'0#0"JJ533I0=3"5

533J9'409'0#05")533J0=3"DJ 533J9'409#0D"DD0=3"D. 533J9'409'0#0"DD533J0=3"3I.

5339'409'0#03"/5330=3"DJ 5339'409#0)"J0=3"JI 5339'409'0#0"DI5330=3".D/

533D9'409'0#03".I533D0=3"D5 533D9'409#0D"D50=3"I3 533D9'409'0#0J"ID533D0=3"5.

8   @$ 9     :     '   533D 533/$!& && 3 9     '   4   " !  $11 *  2."J   O     .J       * $        \     253$.3)" 8            &      -  &    -  &   & -    \  -          -             &- \      -      & $ & $  "!& &  '#  ''# 9'4AID* "6       '#"''#             *      9'4A"

'       9  9  9    53 "     

1 '  @   9  9  6& = $ "$     #   @     $ ;     $    $    $       $            ";     &  "@ $ 6& = $ "                    $       $\      $ ]  ' " 

& :  S    B

#   $        $&  ; $   5     $>          $&P1 S  &! Q  $            $    "

#   & " # 4   $        $                  " # 4   $                  " # #   $   * $*     $         & " #   $    *        $  &      $             " # '             *  %     %         * " # '            &                   $   \   $>     $ ?     &    " # '   * ' '           $          =     " # ! \        ' ,$   =      "

        !             4?=?=1: *    \      * $    &       "\         %          * "

4  &            \+   "        +           S  \      

!& &4      * " &               $              &   "4       '78     "

    $            *  7 8    "0 *                      &"#     & $       $       $\  \   $    "

1      $  $      &           \ "#  '        !  ."5"

QualificationsStatement Pastperformance Kiewit SkanskaUSACivilSoutheastInc. WeeksMarine Page 29 Bankruptcy None None None Liquidateddamages Noliquidateddamagesassessedbyowners. None ElmendorfMaintenanceHangar Design defectbysubcontractorresultedinthelatedeliveryof AircraftWeatherSheltersfortheUSArmyCorpsof Engineers.Kiewitmanagedadesignmitigationplan thatrectifiedthestructuraldefectandnegotiated resolutiontotheliquidateddamagesassessmenton behalfofthesubcontractor.Theprojectwas susequentlydeliveredandthesheltersarebeingused bytheUSAirForce. TacomaNarrow'sBridge Supplierissue,includingacombinationoflatedelivery offabricatedsteelanddeficientqualitywiththemain cablewire.Kiewitacceleratedmitigationactivitiesto minimizethelateinterimmilestoneimpactand ultimatelyfinishedearly,inrelationtothecompletion requirements.

Fines,assessments None Inthenormalcourseofbusinesswithinthepast5 orpenalties yearsWeeksConstructionhasreceivedoneminor fineforanoiserestrictionviolation(startingwork tooearly)aswellasfour(4)OSHAfines.Thetotal OSHAfinesforthe4issuestotaledlessthan $5000.Althoughrelativelyinsignificant monetarily,Weekstakesallsafetyissuesvery seriouslyandcorrectedtheviolationsimmediately.

None Judgementand Nojudgmentsasaresultofanylawsuitinwhich Nolawsuitsagainstowner.Nojudgementor awardsincontract KiewitInfrastructureCo.,orKiewitConstructionCo. award. Inthepastfive(5)years,theConstructionDivision disputes wasaparty hashadoneaward/judgementinacontract dispute.InAprilof2007Weeksfiledfor arbitrationinaccordancewiththetermsofits contractwithVernonRealtyHolding,LLCfornon paymentofmoniesdueforworkperformedonthe EastRiverTennisCenterproject.Thearbitration tookplaceinNovemberandDecemberof2007 andarulingwasrenderedFebruary1,2008. Weekswasawarded$1,822,615.00. Contractdefaults None None None Licenserevocations None None None Prior None None debarments/suspensi ons None Denialsof None prequalification, None findingofnon responsibility Noneforbeingnonresponsible 5yearsafety ThefollowingaretheOSHA300IncidentRateand ThefollowingaretheOSHA300IncidentRateand performancedata 1. thefollowingaretheOSHA300IncidentRateandthe theExperienceModificationRateforWeeks theExperienceModificationRateforWeeks ExperienceModificationRateforKiewitInfrastructure Marine,Inc.(corporatelevel)forthelast5years: Marine,Inc.(corporatelevel)forthelast5years: Coforthelast5years: 2009INCIDENCERATE1.572009EMR0.56 2009INCIDENTRATE4.58EMR 2009INCIDENCERATE5.682009EMR0.375 2008INCIDENCERATE1.742008EMR0.56 2008INCIDENTRATE5.17EMR0.42 2008INCIDENCERATE4.772008EMR0.26 2007INCIDENCERATE2.362007EMR0.57 2007INCIDENTRATE5.55EMR0.51 2007INCIDENCERATE4.552007EMR0.081 2006INCIDENCERATE0.92006EMR0.57 2006INCIDENTRATE3.76EMR0.78 2006INCIDENCERATE6.582006EMR0.159 2005INCIDENCERATE0.182005EMR0.52 2005INCIDENTRATE5.52EMR0.80 2005INCIDENCERATE7.852005EMR0.214 Violationsoffederal, Nothing to disclose for Kiewit Infrastructure Co NothingtodiscloseforConstructionDivision. state,orlocallaw Between2005and2009,Skanskaworkedonover 40projectswithavalueof$1.7billion—receiving atotalof17noticeofviolationsonnineprojects, resultinginthreewarninglettersandfines totaling$20,103.Violationsincludedonesight glassonafueltankwithanincorrectreading;one breakinasiltfence;onebrokentankseal;one vibratoryhosefittingfailure;oneusedoilspillina maintenancearea;oneoutofregistrationabove groundstoragetank;twooverfillsduringfueling operations;andsevenhydrauliclineleaks,breaks, orruptures.SkanskareceivedanICAandCICAfor theNCDOTI485project.Wehaveresolvedall issuesrelatedtotheICA.TheCICAstemsfroman issuebeyondtheboundariesoftheprojectand wasresolvedbyNCDOT.

Criminalindictments None Nothinginpast20years. orinvestigations None Legalclaimsfiledby None None WeeksMarine,Inc.,intheordinarycourseofits oragainstthefirm business,hasexperiencedclaimsforlabor, materials,andservices,someofwhichhave resultedinclaims,lawsuitsanddisputeswiththird parties.Theexactnumberisunknown.Further, WeeksMarine,Inc.believesthattheoutcomeof bothindividuallyandcollectivelywillnothavea material,adverseimpactontheoperations, financialposition,orcashflowsoftheCompany. Page 30

WORK HISTORY FORM – CONSTRUCTION

A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (1) Skanska Civil Virginia Department of Transportation Constructed 6,897 feet of immersed, double-shell, steel 1974 1974 $47,610 $47,783 $47,783 None Second Hampton 1401 E. Broad Street tunnel 250 feet west of and parallel to the existing Hampton Roads Tunnel Richmond VA 23219 Roads Tunnel. Malcolm T. Kerley, Chief Engineer Norfolk and T: (804) 786-4798 Hampton, VA F: (804) 786-2940 [email protected] (2) Skanska Civil Maryland Transportation Authority Constructed 1.7-mile, parallel, immersed, double-shell steel Unknown 1985 $425,000 $425,000 $425,000 None Fort McHenry 300 Authority Drive binocular tunnels, each with two tubes and two lanes in Tunnel Baltimore, Maryland 21222 each tube. According to the Maryland Transportation Geoffrey V. Kolberg, PE, Chief Engineer Authority, the Fort McHenry Tunnel is “the world’s widest, Baltimore, MD 410 537 7850 underwater, vehicular tunnel.” 410-537-1072 (3) Skanska Civil San Francisco Bay Area Rapid Transit District Constructed a 3.8-mile, immersed, single-shell, steel Unknown 1969 $180,000 $180,000 $180,000 None San Francisco Trans (BART) binocular tunnel across the San Francisco Bay. Bay Tube PO Box 12688 Oakand, CA 94604-2688 San Francisco, Carlton (Don) Allen, Chief Engineer California T: 510-464-7283 F: 510-464-7213 [email protected] (4) Skanska Civil Norwegian Public Roads Amdinistration Constructed a 670-meter immersed tunnel at Bjørvika in the 2010 2010 $100,000 $100,000 $100,000 None Bjørvika Tunnel Statens vegvesen Region Øst centre of Oslo. The tunnel is 35-40 meters wide and Postboks 1010 Skurva consists of ten elements, each 112 meters long. The 2605 Lillehammer elements will be casted in drydock, and then towed to Oslo. T: 81522000 F: 61257480 Svein Røed (Project Manager’s Name) Statens vegvesen Region Øst Havneveien, Skur 60 0150 Oslo T:+47 24058730 F: 23058774 (5) Skanska Civil Swedish Road Administration (Vägverket) Constructed two, 454-meter, parallel immersed tunnel Unknown 1968 $2,319 $2,319 $2,319 None Älvsborg Tunnel T: +46 (0) 771-119 119 including a service tunnel and a ventilation tunnel.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 31 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (6) Skanska (Civil) The Government of Sweden and Denmark – Skanska AB was the lead contractor for the construction of 2000 2000 $ 1, 300, 000 $ 1, 300, 000 $ 1, 300, 000 None Oresund Link: Oresund Bridge Consortium the 7.7 km bridge that connects the Swedish coast with the Sweden –Denmark 4km long, artificially created Peberholm Island. The route Bridge carries the dual two-lane E20 European Motorway on an upper deck and a double track high-speed railway on the lower level. The bridge was build on a design-build contract with the Oresund Bridge Consortium (that owns and operates the bridge) (7) Skanska (Civil) Delaware Department of Transportation Skanska USA Civil Southeast is the design-build contractor 2011 2011 $ 150,000 $ 150,000 $ 150,000 None Indian River Inlet 800 Bay Road for replacing an existing bridge that is suffering from Bridge Project, Dover, DE 19901 significant scouring. The design features two, Rehoboth , DE P.O. Box 778 approximately 250-ft, cast-in-place concrete high towers on Dover, DE 19903 each side of the 2,600-ft-long bridge with 152 single-plane cable stays. The work involves use of pre-cast piles for deep foundations ,cast-in place concreting of substructure pylons, columns and caps. In the approach spans, Skanska will use 78 70-in. bulb-T girders with a cast-in-place deck. The cable-stay section will use precast and cast-in-place floor beams and a cast-in-place deck. A large portion of the flanking spans and the main span on temporary shoring will be built to meet the aggressive schedule. A traveller is used to build the main span across the inlet.

(8) Skanska (Civil) South Carolina Department of Transportation Skanska was the lead contractor for the design-build of the 2006 2005 $ 540, 000 $ 540,000 None Cooper River SCDOT Communications Cooper River Bridge, which is a cable-stayed bridge over Bridge, Charleston, 955 Park Street the Cooper River in South Carolina, U.S.A., connecting SC P.O. Box 191 Charleston city with the town of Mount Pleasant. The Columbia, SC 29202-0191 bridge project carries Highway 17 over the Cooper River and consists of a 4km eight-lane highway, bicycle and pedestrian path and two interchanges. (9) Skanska Civil Virginia Department of Transportation Skanska reconstructed I-95/I-495 from Telegraph Road 2009 2009 $146,577 $179,674 $179,674 None I-95/I-495/Rt. 1 2901 Eisenhower Avenue, Unit B through the Route 1 interchange to the approaches to the Interchange Alexandria, VA 22314 new Woodrow Wilson Memorial Bridge. The project Ronaldo Nicholson includes the construction of nineteen bridges and associated Alexandria, VA P: (703) 329-0300 interchange ramps, roadway/highway improvements, utility (Design and F: (703) 329-3741 upgrades, and the tie-in to the new bridge. The Construction) roadway/highway improvements involve 1.6 miles of interstate roadway from 12 to 14 lanes in width. The project is under construction within the boundaries of the Washington D.C. metropolitan area. Substantial maintenance of traffic efforts are required to maintain traffic through the existing interchange during construction.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 32 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (10) Skanska Civil Virginia Department of Transportation Skanska constructed a new four-lane road and interchange 2004 2005 $136,139 $151,857 $151,857 None Pinners Point Norfolk Residency from the Western Freeway (VA-164) in Portsmouth, VA to Connector 1992 South the Portsmouth Marine Terminal, Martin Luther King Chesapeake, VA 23320 Expressway (VA-58), and the Midtown Tunnel. The project Portsmouth, VA Michael Johnson included construction of six bridges, including a large (Design and P: (757) 494-5470 bridge over a branch of the Elizabeth River, traversing Construction) F: (757)494-5490 through residential and industrial areas and covering both water and land. The scope of work also encompasses a new Midtown Tunnel Building Complex and roadwork consisting of excavation, clearing, grading, paving, utilities, wick drains, fence/guardrails, sound walls, electrical, signs, and traffic management system. (11) Kiewit Virginia Department of Transportation Kiewit Eastern Co. completed the construction of a 3,200 ft 1986 1988 $14,535,388 $16,326 $16,326 None Construction Co 1221 E Broad Street long, six lane structure of pre-stressed concrete girder spans Campostella Bridge Richmond, VA 23219 and steel center spans. Norfolk, Virginia Tim Feltom P: (757) 925-2689 (Construction) F: (757) 925-1618 (12) Skanska (Civil) District Department of Transportation Skanska is the lead contractor for the design/build contract 2013 2013 $ 260, 000 $ 260, 000 $ 182, 000 None 11TH Street Bridge for the reconstruction of the 11th Street Bridges and Project , Washington adjacent interchanges in Washington D.C. The contract DC includes construction of three major bridge crossings over the Anacostia River. One crossing involves two separate bridge spans, each with three lanes in one direction for regional traffic. The bridge crossing will link the Southeast Freeway with Interstate 295/Anacostia Freeway. Another crossing will be a single bridge span with four lanes, two in each direction and is intended for local traffic between the city sections on each side of the Anacostia River, a few kilometers from central Washington. The project also comprises two interchanges. On the west side of the river, Skanska will construct a new connection to the Southeast Freeway and 11th Street. On the east side, the existing interchange that connects local and regional traffic of the Anacostia River will be reconstructed, with a lower overall height and located further away from the adjacent neighborhood

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 33 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (13) Kiewit Bay Area Transit District (BARTD) This Kiewit led joint venture constructed a immersed tube 1969 1969 $89,900 $94,688 $94,688 None Construction Co 255 D Street tunnel under the San Francisco Bay. The four mile long BARTD Trans-Bay Daly City, CA 94014-2546 tunnel carries BART trains between Oakland and San Tube Kathleen Mayo Francisco. The project involved construction of 57 steel Tel: (510) 287-4881 shelled concrete tubes ranging in length from 272 – 366 ft. San Francisco, and averaging 10,000 tons each. California Fax: (510) 287-4808 (14) Kiewit Interstate Division for Baltimore City This Kiewit led joint venture completed the construction of 1984 1984 $425,555 $435,880 $435,880 None Construction Co- 2225 N. Charles Street two parallel 5,400 linear foot immersed tube tunnels Fort McHenry Baltimore, MD 21218 beneath the Baltimore Harbor, the widest immersed tube Tunnel Clay Gottlieb tunnel in the world. The contract required the prefabrication, towing, outfitting and placement of 32 steel Baltimore, Maryland Tel: (410) 537-7887 Fax: (410) 537-7505 shelled concrete tunnel elements in a dredged trench. Other major items of work included a 76 cell containment site for the 3.5 million cy of dredged material, the relocation of a 48 inch waterline in the middle of the harbor and the restoration of a demolished berth. (15) Kiewit New York City Transit Authority This Kiewit led Joint Venture built 1,510 ft of Immersed 1969 1973 $69,481 $75,743 $75,743 None Construction Co - 347 Madison Avenue Tube Tunnel under the East River. The project included 4 63rd Street Tube and New York, NY 10017-3739 steel shelled concrete tubes each measuring 375 ft long by Tunnel Connie Crawford 38 ft wide by 37 ft high and displacing 16,000 tons. New York, New Tel: (646) 252-3034 York Fax: (646) 252-4700 (16)Willis Ave New York Department of Transportation Kiewit-led joint venture is selected to replace the existing 2012 2012 $ 612, 000 $ 612, 000 $ 490, 000 None Bridge, Manhattan, 40 Worth Street, New York, NY 10013 bridge with a new swing bridge immediately to the south, New York including ramps and approaches. The project scope includes excavation, backfill, utilities, electrical work, lagging, Kevin Hughes, Sponsor painting, masonry and demolition of the existing bridge. Tel: (201) 571-2686 The work also includes constructing parapets, caissons, precast footing boxes, a fender system, sheet-pile Fax: (201) 831-3514 cofferdams, concrete footing and concrete piers.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 34 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (17)Port Mann Connect BC Development Group Kiewit-led joint venture the design-build contractor for the 2014 2014 2,400,000 2,400,000 1,740,000 None Highway 1 Ste 2400, Bentall 5, 550 Burrard St., Box 38 Port Mann Highway 1 project. The scope of work includes modifying a 37-kilometer section of the existing Highway 1 Vancouver, BC V6C 2B5 corridor from the McGill Street interchange in Vancouver to 216th Street in Langley. The team is widening the Dallas Lindskoog, Project Manager highway and constructing a new 10-lane bridge that crosses the Fraser River, replacing the current Port Mann Bridge as Tel: (780) 485-8103 well as significantly upgrading about 17 interchanges. The Fax: (780) 447-3202 project adds one lane in each direction west of the new Fraser River Crossing and two lanes in each direction east of the crossing. The project also includes the construction of a new connector into the Fraser Heights area of Surrey. The scope of work includes the construction of an interchange and a 500-meter-long bridge over sensitive wetlands.The project involves the design and construction of 3.1 million cubic meters of total earthworks, 14,000 tons of structural steel, 39 additional bridge structures, 72,000 cubic meters of retaining walls, a cycling network, HOV lane and future rapid transit provisions (18)Benicia- California Department of Transportation Kiewit is responsible for the construction of the five-lane 2007 2007 $ 758, 000 $ 758, 000 $758,000 None Martinez Bridge (Caltrans) toll bridge is more than 82 feet wide and 7,500 feet long. Project, 4585 Pacheco Boulevard, Suite 200, Martinez, The substructure work required construction of 17 piers, of Benicia/Martinez, CA 94553 California which 12 are water piers. These piers are founded on 99 concrete and steel piles. To reduce impacts to the native Dave Mitchell, Project Manager fish habitat, Kiewit, in conjunction with the California Tel: (925) 686-3030 Department of Transportation, developed an air-bubble Fax: (925) 957-9323 curtain system to contain the sound waves generated by the pile driving. The bridge’s 1,700-ton footings were constructed offsite, floated into place and supported on the piles. The bridge’s segmental superstructure consists of 11 pier tables and 344 concrete segments. The segments were cast-in-place balanced cantilevers using a traveling form system to cast the entire superstructure in 15-foot sections.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 35 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (19)Devil’s Slide, California Department of Transportation Kiewit is constructing twin tunnels that will be about 4,100 2011 2011 $268, 000 $268,000 $268, 000 None Pacifica, California (Caltrans) feet long, 30 feet wide, 22 feet high and 60 feet apart. The 111 Grand Avenue Oakland, CA 94623 project scope includes roughly 225,000 cubic yards of excavation and 80,000 cubic yards of tunnel concrete. The tunnel will be constructed through granitic, sandstone and Scott Wimmer, Sponsor shale formations using the New Austrian Tunnelling Tel: (650) 290-5100 Method, which relies on inherent rock strength for support. Kiewit is one of the few contractors in the U.S. to use this Fax: (866) 406-0776 type of tunnelling method. Key features of the tunnels include 32 jet fans for ventilation, fire detection and suppression system, carbon monoxide and nitrogen oxide detection systems, closed-circuit television monitoring and emergency call box telephone systems, electronic message signs displaying safety and advisory information, and an over-height vehicle detection system. In addition, nine cross passages will connect the tunnels for escape and emergency purposes. Crews will excavate three emergency vehicle storage areas between the tunnels. (20) Kiewit Washington State Department of Part of the Joint-Venture constructing the new Tacoma 2008 2008 $ 615, 000 $ 615, 000 $ 308, 000 $1,087,500 Construction Co- Transportation Narrows Bridge and retrofitting the existing Narrows Supplier issue, Tacoma Narrows 1614 S. Mildred, Suite E Bridge. The scope of work on the new bridge involved including a Bridge , Tacoma, construction of massive caissons requiring more than Tacoma, WA 98465 combination of late Washington 30,000 cubic yards of concrete for each base. The delivery of suspension system includes 20.5-inch-diameter main cables fabricated steel and Pat Soderberg, Project Manager assembled from 5,500 tons—or 18 miles—of steel wire. deficient quality The toll facilities and adjacent highway improvements Tel: (253) 853-9700 with the main cable include approximately 500,000 cubic yards of roadway wire. Kiewit Fax: (253) 858-1816 excavation and 300,000 cubic yards of embankment. accelerated mitigation activities to minimize the late interim milestone impact and ultimately finished early, in relation to the completion requirements.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 36 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (21) Kiewit Texas Department of Transportation The DFW Connector, a design, build, and maintain 2004 2004 $916,943 $916,943 $596,012 None Construction Co- 125 East 11th Street reconstruction of existing roadway, will rebuild portions of DFW Connector Austin, Texas 78701 four highways, two interchanges, and five bridges. The completed project will consist of up to 14 main lanes and Grapevine, TX Keith Sasich, Project Director four toll managed lanes on SH 114 as well as new frontage T: (972) 536-8620 roads and ramps. Four miles of toll managed lanes will F: (972) 692-5727 feature dynamic pricing to keep traffic flowing at least 50 mph. Construction will include 4MM SF Bridge Deck - 2.5MM SY PCCP - 3.6MM CY Grading.

(22) Kiewit Maryland State Highway Administration 7 miles of new controlled access, 6-lane toll roadway 2012 2012 $545,092,000 $547,481,522 $328,488,913 None Construction Co- 707 North Calvert Street including 2 interchanges. ICC B Baltimore, MD 21202

Montgomery Gwyon Nelson, Project Manager County, MD T: (301) 755-2300 F: (301) 755-1333

(23) Weeks Marine New York City Transit Authority Level riverbed and create graded level rock bed on river- 2006 2006 $13,500 $13,500 $13,500 None 63rd Street Tube and 347 Madison Avenue bottom using 30,000 ton of 8” minus rock. For this Weeks Tunnel New York, NY 10017-3739 used a 5110B CAT excavator with extended boom and stick Improvement to work in water depths up to 60 feet. Sophisticated Project electronic controls were used to achieve very high tolerances. Placement of 70 ea 350 ton precast blocks New York, New measuring 60 ft by 20 ft were placed on the screeded York rockbed using the 500 ton “Weeks 533”. (24) Transdyn Port Authority of NY & NJ Operating under a joint venture contract, Transdyn was 2006 2006 $37,345 $40,650 $45,000 None Lincoln and Holland 241 Erie Street, Room 228 selected by the Port Authority of New York & New Jersey Tunnels ITS Jersey City, NJ 07310 to design, implement and maintain an Intelligent Mike DeGidio, PE Transportation System for the Lincoln Tunnel and Holland Metro New York Tele: 201-595-4720 Tunnel. The ITS includes new computer systems, City, NY Fax: 201-595-4617 communication systems, CCTV, sensors, and electronic Email: [email protected] signs. Transdyn’s DYNAC ATMS® software monitors traffic and roadway conditions, automatically detects incidents and stopped vehicles, and implements optimal response plans. The software assists operators in rapidly responding to emergency situations, clearing incidents, alerting motorists, balancing traffic flows, and mitigating congestion.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 37 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (25)Weeks Marine New York Department of Transportation Member firm in the integrated joint venture selected to 2012 2012 $ 612, 000 $ 612, 000 20% Equity Partner in None Willis Ave Bridge, 40 Worth Street, New York, NY 10013 replace the existing bridge with a new swing bridge Joint Venture Manhattan, New immediately to the south, including ramps and approaches. York The project scope includes excavation, backfill, utilities, Kevin Hughes, Sponsor electrical work, lagging, painting, masonry and demolition Tel: (201) 571-2686 of the existing bridge. The work also includes constructing parapets, caissons, precast footing boxes, a fender system, Fax: (201) 831-3514 sheet-pile cofferdams, concrete footing and concrete piers.

(26) Transdyn MTA Bridges and Tunnels Transdyn designed, built, and maintains ATM IDEAS for 2005 2008 $10,778 $11,571 ~$11,339 None Advanced Traffic 2 Broadway, 24th Floor the Authority. ATM IDEAS included designing, Management New York, NY 10004 USA furnishing, and integrating new computer, communication, Incident Detect/ Bob Redding, Director of ITS and software systems at each bridge and tunnel control Evaluate/Act System Tele: 646-252-7122 center and the development of a new central Operations (ATM IDEAS) Fax: 646-252-7227 Control and Communication Center (OCCC). Email: [email protected] New York Metro- * Over the course of the project the contract price increased New York, NY from $10,778,732 to $11,571,622 (7.36%). The majority of this increase ($480,000) was attributable to scope additions made by the client during the Preliminary Design Phase of the project. The balance of the additions was for on-call engineering support to assist the client with on-going system expansions. (26) Transdyn Maryland Transportation Authority At the Authority Operations Center, the system will 2005 2008 $5,081 $5,549 ~$4,883 None Baltimore Harbor 300 Authority Drive combine the various and differing legacy subsystems at (plus 3 year Tunnel and Ft. Baltimore, MD 21222-2200 USA these facilities into a common central platform that provides maintenance McHenry Tunnel Robert Jordan, P.E., Electrical Engineer an integrated operator interface for managing each tunnel. agreement through Tele: 410-537-7851 Each facility will be networked to allow inter-site Intelligent 04-2011) Transportation Fax: 410-537-7801 communications, redundant operational capability, and the System Email: [email protected] sharing of data both within the Authority and with other agencies in the area. Baltimore, MD * Extra Work Order No. 1: Provide a construction trailer for Owner’s inspector: $66,549. Extra Work Order No. 2: Upgrade communications network, add additional PLCs, replace existing control cabinets, provide architectural changes at BHT AOC: $196,790. Extra Work Order No. 3: Provide new CO, HC and level sensors in both facilities for increased safety monitoring: $204,940.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 38 WORK HISTORY- DESIGN

A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (1) Parsons Virginia Department of Transportation Built to alleviate rush hour traffic congestion, PB was 1962 1962 $23,000 $23,000 $23,000 None Brinckerhoff 1401 E. Broad Street responsible for the design of the first Midtown Tunnel - Midtown Tunnel Richmond, VA 23219 which provided an additional vehicular crossing 2 miles Mr. Ken Walus north of the first in the main channel of Norfolk to P: (804) 786-2988 / F: (804) 786-4575 the Elizabeth River. Portsmouth, VA (2) Parsons Virginia Department of Transportation PB provided design and engineering services during 1952 / 1989 1952 / 1989 $10,776 / $300,000 $11,605 / $11,605 / None Brinckerhoff 1401 E. Broad Street construction for the development of both the 1st and 2nd $300,000 $9,715 (fee) Downtown Richmond, VA 23219 Downtown Elizabeth River Tunnels. The 2nd tunnel is Elizabeth River Mr. Ken Walus located 200 ft. south of the first, which was opened to Tunnels 1 & 2 P: (804) 786-2988 / F: (804) 786-4575 traffic in 1952. As part of the 2nd tunnel design, PB designed the retrofit of the 1st. The rehabilitated tunnel was Norfolk to converted to one-way operation and now carries westbound Portsmouth, VA traffic while the new 2nd Downtown Tunnel carries eastbound traffic. The project consisted of a new two-lane eastbound roadway, a reconstructed Portsmouth Interchange with access to local streets, a new two-lane tunnel under the southern branch of the Elizabeth River, and an interchange with I-464 with connections to local streets in Berkley. The tunnel portion of this crossing consists of eight immersed steel tube sections varying in length from 282 to 332 ft. (3) Parsons Virginia Department of Transportation PB prepared preliminary and final plans as well as cost 1989 1989 $34,400 $34,400 $413 (fee) None Brinckerhoff 1401 E. Broad Street estimates for the rehabilitation of the tunnel systems and Midtown Tunnel Richmond, VA 23219 roadway slab, and for the replacement of the emergency Retrofit Mr. Ken Walus vehicle garage. The tunnel's electrical system was P: (804) 786-2988 / F: (804) 786-4575 renovated with replacement of existing PCB transformers Norfolk to with ventilated dry types. Tunnel lighting, circuit breaker Portsmouth, VA trips, and traffic signals were also upgraded or replaced. In addition, communication systems were incorporated into the tunnel. The new communications capabilities include linkups between the municipalities of Portsmouth and Norfolk, Virginia, the police and fire departments, state police and VDOT.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 39 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (4) Parsons Virginia Department of Transportation PB provided full planning, design and construction services 1957 / 1976 1957 / 1976 $55 / $127,000 $55 / $127,000 $52 (fee) / $120 (fee) None Brinckerhoff 1401 E. Broad Street for the original HRBT which opened to traffic in 1957. It Hampton Roads Richmond, VA 23219 included 1,925 ft. of open approaches on the two enlarged Bridge Tunnels Mr. Ken Walus portal islands and a 7,307-foot immersed tunnel beneath (HRBT) 1 & 2 P: (804) 786-2988 / F: (804) 786-4575 Hampton Roads Channel. PB provided design and construction inspection services for a parallel second Norfolk to Hampton, crossing to meet traffic demands. The second tunnel is VA composed of 21 precast sections averaging 350 ft. in length. (5) Parsons South Carolina Department of Transportation PB served as the lead design firm for construction of the 2006 2005 $275,000 $531,000 $540,000 None Brinckerhoff 955 Park Street $531 million Arthur Ravenel Jr. Bridge over the Cooper Columbia, SC 29202-0191 Arthur Ravenel River, a new cable-stayed crossing of the Cooper River in Mr. Leland Colvin Bridge Charleston, South Carolina. The bridge, which replaced P: (803) 737-4202 two obsolete Cooper River bridges, has a main span of Charleston, SC 1,546 feet. The main span is the longest cable-stayed span in the Western Hemisphere. In addition to eight lanes of traffic, four in each direction separated by a center barrier, the bridge features a pedestrian walkway/bikeway providing a magnificent view of the surrounding area. The bridge project includes two extensive interchanges that connect historic Charleston to the more rural town of Mount Pleasant. (6) Parsons Massachusetts Turnpike Authority PB, in joint venture, managed the final design and 2002 2002 $338,000 $338,000 $152,000 None Brinckerhoff 10 Park Plaza construction of the Fort Point Channel tunnel, which carries Fort Point Channel Boston MA 02116 eleven lanes of main line I-90 from South Boston to Logan Tunnel Mr. Jack Wright (current contact) International Airport. Because of these constraints and the P: (617) 248-2800 shallow water depth at this point, a concrete box immersed Boston, MA Mr. Michael P. Lewis (original contact) tube tunnel—the first ever constructed in the U.S.—was Now at Rhode Island DOT selected as the preferred approach. The tunnel crossing P: (401) 222-2481 comprises 6 concrete immersed tunnel elements, each approximately 400 ft. long, 140 ft. wide, and 28 ft. high. The tunnel features side ventilation inlet and exhaust ducts that enable full transverse ventilation of the tunnel. (7) Parsons Virginia Department of Transportation PB designed this high-level fixed bridge over the James 2002 2002 $6,581 $6,581 $6,184 None Brinckerhoff 1401 E. Broad Street River for a joint venture under the Public/Private (design) (design) (design) Richmond, Virginia Vietnam Veterans Transportation Act (PPTA) of 1995. The design includes Jim Fariss Bridge twin 672-foot main spans to clear a 300-foot channel with P: (804) 786-2998 145 feet of vertical clearance and nearly 3,500 feet of high- Richmond, VA level approach spans to this main span. PB also performed signing, striping, lighting, and maintenance of traffic staging for the western approaches. The bridge was dedicated in September 2002 as the Vietnam Veterans Memorial Bridge.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 40 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (8) Parsons Maryland Transportation Authority PB, in joint venture, provided professional services for the 1986 1986 $662,000 $662,000 $5,585 None Brinckerhoff Engineering Division preliminary and final design, construction management, and (design) Ft. McHenry Tunnel 300 Authority Drive technical inspection of construction of the Fort McHenry Tunnel—the widest road tunnel constructed using the Baltimore, MD Dundalk, Maryland 21222 Mr. Ben Mondell immersed tunnel method. The two parallel twin-tube steel immersed tunnels carry eight lanes of interstate highway P: (410) 537-7811 traffic under Baltimore Harbor. (9) Parsons Virginia Department of Transportation 2003 2003 $409 $409 $409 None Brinckerhoff 1992 South Military Highway Following the flooding of the Midtown Tunnel during (design) (design) (design) Chesapeake, VA 23320 Hurricane Isabel, PB assisted with restoration efforts, Midtown Tunnel including providing structural, electrical and mechanical Emergency Mr. Darrell Southerland (757) 494-2409 / F : (757) 494-5490 inspection; prioritizing critical repairs; and on-site electrical Assessment support during testing and repair of critical systems. Norfolk, VA (10) Parsons Maryland Transportation Authority PB, in joint venture, provided professional services for the 1986 1986 $662,000 $662,000 $5,585 (fee) None Brinckerhoff Engineering Division preliminary and final design, construction management, and Ft. McHenry Tunnel 300 Authority Drive technical inspection of construction of the Fort McHenry Dundalk, Maryland 21222 Tunnel—the widest road tunnel constructed using the Baltimore, MD Mr. Ben Mondell immersed tunnel method. The two parallel twin-tube steel P: (410) 537-7811 immersed tunnels carry eight lanes of interstate highway traffic under Baltimore Harbor. (11) Parsons Virginia Department of Transportation The Route 33 Bridge Replacement Project consists of 2.395 2008 2008 $7,156 $7,156 $5,897 None Brinckerhoff 1401 E. Broad Street miles of road replacement and two new bridges. The first (design) (design) (design) Richmond, Virginia Route 33 Bridges contract is 0.928 miles long and includes the 3,545 foot- Milton Pritchett long bridge over the Mattaponi River. The second contract West Point, VA P: (804) 786-2634 is 1.467 miles long and includes the 5354’ long Pamunkey Bridge and the replacement of Route 33 through the Town of West Point. Alignments both north and south of the existing roadway were explored, as was elevating the entire alignment through town. Ultimately, it was agreed that a 4- lane alignment through town incorporating turning lanes and landscaped buffers on either side would provide the best combination of utility and safety, while keeping traffic flow moving past town businesses. (12) Parsons Virginia Department of Transportation PB is providing on-call engineering services including 2010 2010 $3,000 (fee) On-going On-going None Brinckerhoff 1401 E. Broad Street inspection and preparation of repair plans for 10 tunnels $538 to date (fee) $538 to date (fee) 3 Year Term Richmond, VA 23219 located in Hampton Roads and Bland County. Agreement for Mr. Prasad Nallapaneni Tunnel Repair Plans P: (804) 371-2770 / F: (804) 786-2988 Bristol and Hampton Roads Districts, VA

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 41 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (13) Transdyn Port Authority of NY & NJ Operating under a joint venture contract, Transdyn was March 2006 August 2006 $37,345 $40,650 $45,000 None Lincoln and Holland 241 Erie Street, Room 228 selected by the Port Authority of New York & New Jersey Tunnels ITS Jersey City, NJ 07310 to design, implement and maintain an Intelligent Mike DeGidio, PE Transportation System for the Lincoln Tunnel and Holland Metro New York Tele: 201-595-4720 Tunnel. City, NY Fax: 201-595-4617 The ITS includes new computer systems, communication Email: [email protected] systems, CCTV, sensors, and electronic signs. Transdyn’s DYNAC ATMS® software monitors traffic and roadway conditions, automatically detects incidents and stopped vehicles, and implements optimal response plans. The software assists operators in rapidly responding to emergency situations, clearing incidents, alerting motorists, balancing traffic flows, and mitigating congestion. (14) Transdyn Maryland Transportation Authority At the Authority Operations Center, the system will April 2005 September 2008 $5,081 $5,549* ~$4,883 None Baltimore Harbor 300 Authority Drive combine the various and differing legacy subsystems at (plus 3 year Tunnel and Ft. Baltimore, MD 21222-2200 USA these facilities into a common central platform that maintenance McHenry Tunnel Robert Jordan, P.E., Electrical Engineer provides an integrated operator interface for managing each agreement through Tele: 410-537-7851 tunnel. Each facility will be networked to allow inter-site Intelligent 04-2011) Transportation Fax: 410-537-7801 communications, redundant operational capability, and the System Email: [email protected] sharing of data both within the Authority and with other agencies in the area. Baltimore, MD * Extra Work Order No. 1: Provide a construction trailer for Owner’s inspector: $66,549. Extra Work Order No. 2: Upgrade communications network, add additional PLCs, replace existing control cabinets, provide architectural changes at BHT AOC: $196,790. Extra Work Order No. 3: Provide new CO, HC and level sensors in both facilities for increased safety monitoring: $204,940. (15) Transdyn MTA Bridges and Tunnels Transdyn designed, built, and maintains ATM IDEAS for October 2005 August 2008 $10,778 $11,571* ~$11,339 None Advanced Traffic 2 Broadway, 24th Floor the Authority. ATM IDEAS included designing, Management New York, NY 10004 USA furnishing, and integrating new computer, communication, Incident Detect/ Bob Redding, Director of ITS and software systems at each bridge and tunnel control Evaluate/Act System Tele: 646-252-7122 center and the development of a new central Operations (ATM IDEAS) Fax: 646-252-7227 Control and Communication Center (OCCC). Email: [email protected] New York Metro- * Over the course of the project the contract price increased New York, NY from $10,778,732 to $11,571,622 (7.36%). The majority of this increase ($480,000) was attributable to scope additions made by the client during the Preliminary Design Phase of the project. The balance of the additions was for on-call engineering support to assist the client with on-going system expansions.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 42 WORK HISTORY FORM - O&M

A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (1) Autopista Project Owner: Design, Construction, Operations, tolling, maintenance, and 2031 (25 years 2031 $205,000 $205,000 $705,000 (Total) None Central, Skanska Infrastructure Development (50% rehabilitation of O&M, starting (Construction) (Construction) $205,000 Santiago, Chile shareholder) in 2006) $40,000 annually $40,000 annually (Construction) Råsundavägen 2, (O&M) (O&M) (1 mile of Tunnel) 169 83 Solna, Sweden $500,000 (O&M) O&M is Project Manager: approximately Aldemar Miranda $40,000 annually for Argentina +54 11 4341 7363 25 years (Skanska ID holds a 50% stake in the SPC) (2) A1 Motorway Project Owner: Design, Construction, Operations, tolling, maintenance and 2039( O&M 2039 $ 2,430,000 $ 2,430,000 $ 729,000 i.e. None Phase 1 and 2 Skanska Infrastructure Development (30% rehabilitation starting (construction) (construction) 30% of $2,430,000 2007/2012 for Gdansk, Poland shareholder) (Skanska ID holds a Råsundavägen 2, Phase 1 and 2 resp) 30% stake in the 169 83 Solna, Sweden SPC) Project Manager: Gunnar Lundberg Sweden +46 104481308

(3) E18 Motorway Project Owner: Design, Construction, Operations, tolling, maintenance and 2029 (O&M 2029 $ 392,875 $ 392,875 $161,078 i.e. 41% of None Muurla and Skanska Infrastructure Development (41% rehabilitation starting 2010) (construction) (construction) $ 392,875 (Skanska Lohjanharju, Finland shareholder) ID holds 41% stake in Råsundavägen 2, the SPC) 169 83 Solna, Sweden Project Manager: Tom Schmidt Finland +358 20 719 2531

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 43 A. Project Name B. Project Owner’s Name & Address, C. Nature of Firm’s Responsibilities D. Contract E. Contract F. Estimated Value (in Thousands) & Location Project Manager’s Name, Phone & Fax Completion Completion Date Number Date (Actual or Original Contract Final or Dollar Value of Liquidated (Original) Estimated) Value Estimated Work for Which Damages/ Contract Value Firm Was/Is Defaults Responsible (4) Nelostie Project Owner: Design, Construction, Operations, tolling, maintenance and 2012 (O&M 2012 $281,820 (Total $281,820 (Total $ 140,910 (50% of None Motorway, Skanska Infrastructure Development (50% rehabilitation starting in including including total contract value) shareholder) 1998/1999 ) Construction, Construction, Råsundavägen 2, Financing and Financing and 169 83 Solna, Sweden O&M) O&M) Project Manager $ 123,000 $ 123,000 (construction) (construction) Gunnar Lundberg Sweden +46 104481308

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE TUNNEL CONCEPTUAL PROPOSAL Page 44 Signature on file with VDOT

Page 44a Signature on file with VDOT

Page 44b Signature on file with VDOT

Page 44c Signature of file with VDOT

Page 44d

Signature on file with VDOT           

                  FG    '  9&          ;     \       ";          \P& Q            &           A  >      S           "   ' F'G                  "               $'   &              = = =            $ 7    "  *  %            >    \    > ;       "

#                   0      !   F0!G    ' ! $  4   533."    *       0!           !     F9&G     F  ?9 9 G"6   ;     4 533I       0;  @  !     8  4      F84AG"

                              ;        9&      "   *                D  9&   *  ;      "

             $ *        \           6    =  '&"=                  "   ! S 1   =!                9& "0;                     % "@                   9&  "

! ;        533I@  !                            @6#      "#    .             ;       ;        "#    D           "#   D    @  !             \             "#      @  ! $                  ;             \       "

  #9\  &        \                                                     4!! 5    

@&     90 #             $ 

     $'                       0     !  @  ! "   \  B

» (& #1 ; *                               " »    ; 'S       $\         $              " » ( (\ ;      '               $&              " » (   ;    ;  > ]                     >           >% &" » 6 < ;'     \       ;      ;$    ];       " » #=  ; ' %     6%   

       * " » &   ; ! ;            *        "      \   &     "

 S $  !

\~ \~

-1/ !V! >$        "W

'&      90 #    \   * "$                                 \  ];      "

#   .  @  !                     ;   !  1   D"$  

          \        "

#   )  @  !                         D"          \  $      \      *           9& "

     '    P  Q    . )              $             -            ;          9&           ;"      >       

       $          \             ?     &      ; "

                              =!           ! S  1         "# ;    ;      !  1          =!           "                    ?         *  "

-1/ ! V! >$        "W

A  9&$ 'S     %               ;   "        ;      >                   ;     "                       ;       "  >                  * $        6   ! 

            >"

-1/ !6V! >$        "W

      %       &                  \          > "      ];            I       *      *  "A    \ 'S       >     *        "'                 *     "

@ $' >             A1  $    $      "                           "

   S $  !&

9?@ "   

'          #   . @  ! "          !  1  F!.)G$            "            $.5 

    ;      !  1     ;   =!  F!.3G"

)   *&  5 ) "

!   =!  $                          $.5         ;             "        @ 5"5"5           "

)    *2:8" 

 ;          ;   ;            \"@    %    ;;   $            "          ;   "

,     \     $          "6         >    \    "A                ;      "

'        %      =!        \*      &    "#                 ;  \               \    "

     %   \   ;    !  

1  "

    ' 

            \    ;         \           ;       "

<            ;$   \            $  \             \  ;                  "

        \;  =!    >         ;       ;"A   9&                ;         ;       "

      

              ;     "            ;    "

)   6*. &       .



!   ; $        ;  JD               "          

         %                        "                                  "6&                       &     "

       @ 5"5""           \$  ;           \        "=  \      ;          \      "  \           "

)   8*   - .

     

#   ;    $                      " ;     ;              " ;       \         "  \          .3 \                  "

  ;          &               "@      $ P     $Q     @ 5"5"D$    >            "

)   %*   1 " 

                                                  "     ;  J33 "

'                             ;        "4   ;     

       >  "#            %     "

'        ;        &      ]  $              "A           ]    $      "

#     $                      @  5"5""

)   :*   .. 5 / " 

!                $                       ;      "                                      "#             "

A              $&                    &                 "

@ 5"5"                 >    >           %!   0;   $   ; &              "6           $                      "             F  *  G$       F    &     G  

         "

  '1 ' 

@        &\$           %           ;      ;  %   

  "'    B

» 0;         *           ; *   & " » 0;  &      *   ' &        &           $    $                %  " » !A                 \      \  " » 0%    ;    %    %   & " »       4?=?=1: * $   ;           &      \         %                 "

       \                              > 4?=?=1:* "R#?R'        4?=?=1: *   &           $\  $     "  $       &      $          \    * "

      ;   >    %  "!                      "A      ; $           \          \   &   "                    >              "      $         "!                   *      .33     /3".3 "                     ?      "#   $                $           \   "    %       4?=?=1: *    &  $      \    "

$  '1 (

          ;  )33   .35               &   "

            >      JD  )33    \;             >     

        "#       )   <*. 1 "            @ 5"5"J"

                        * "

       $        &         "#   % \        F ""  $ $ G        \      &   $        "    $         $ , !          >          "

#  $                        $    >*            "<           $  \      $   $       $;  $                 \  "*               &               $     > *   &           "

)   '*.  /  1)   

'1 %\

&\                   @ 5"5"/" &  &\             >       "& \   ;        "   $  &  &\            %       

  &                 "    &  &\      &         "

)   =* /" 1,\

 *     &\   &\" \      ;    &        .3S    "            & "\        DS  &.5Q       "                  "          & "

<    

    9&  ;                   '   "

<    <    

        9&  9&                     '  '   !     "

   < ' 

            9& %     ;     "A  \           ;$   \               9&               \               ;       \"

)   ?*   B  ,/  

"&1 % %   

@      9&     *             #   . @  ! "6                   9&   6     "

'     ; 6           ;                 "    %                      "       ;   "    6          @  5"5".."

)   * 11 



            ;                          "

9?@ "   <

6   9&             ;                ;    "             @ 5"5".5"6&      >        &     ;             

      \       \   &     "

)    *2:8B  ,

 ;               *      "     >    *     \        "<      $ \           ;          "

      ;            "     B

# .) 8 !  #  8 !  #  &!  # @  8 !  # 6 A ?# # 6 0 !  # 8  #  

               %                  $;     $               &"=  &           \ "'  ;              &        $ $     \  ;    "

6 #"  &             &                        "                

 &   <($!  

84A       0!          $8# D 9&$8#"@6#               90 # "         ]     ]              " '        $    #           90 #      \        *           "

84A      90 #   &;      "     0! $ '           #   "  &          0!" @;$'       N               N                "       @6# 84A$'        0!$         ?%        ;   ",             &  533.0!$'           5J  "

!    $'&  *      #            90 # $ *  \  > %  $; '#$  \            ",     S        ;                ;    &   "#   *      @ 5")"."

)  6* #95 " 

V! >       "W

  &  +

'               53."          53.I$ *                   >          $    @ 5")"5"

#             @ 5")"5"                       5   #   "

  \                    =?4?=1:  >   B

#       $   " #   %      " #    $             " # #        \" # 1       $ \   $         "

)  6 *.   .   " 05 5



  '1 '  

        $                          7 53."!\                !  53.                 \                 "   \   

          !  53.D   & \ $ \    "

4 53.           &   \      "                           "

     ;         &              "          ;       "$   *               \"        ;          9  @     #    D35F9@ #D35G   "!  $ ===       9@ #D35      "

   

'    9&           7 53.  9&    "@        ;   9&     7        7 53.D"        %              9&      *      #  53."

A  ;                               "      ;        7 53.D 9&   =53.     "

'                          =53. 9&   #  53.     "'        &         9&         7 53.I          =53.I"

  7'   

' ? '      * %                  9&          ;   ;       ;   '  6   "

'           9& 9&  '  7  53.  ;     # 53."'           '  ;   &  "A      # 53.    A  53.D  9&'   "

A       $ ;         \ % " 6            ;     =53.I  ; 

   '         !  53.J  =53.I"

   

4         ;        \         9&        7 53.    

;       753.J"

80   ($(/ (/"                             \                                          \                            

8 0   $

'   &           FAM=G        $= = =    $7    $         ' #  F     @ 5"". G" #*        ;84AS     " %      *              %   ' #  "   $'     AM=         "

    '       &\      $        > &              $       *      "                                  -                        &% "

0; &         B

# &      # *&        # !    # A]      # A 71  ! #   # = &   

'        \   &     75 ]$     \   "

'   \         &           "                            \       "' $    

   84A  ;  ;    &              "@    $'       *     "@ $'                     ; ' #   84A"4               #  - 4?=?=1: *      ;    84A '" )  8*-.0@$-  

\~ \~

4    $'        ;                      &%  "       &               9@ #D35\   "6     %    ' #  $         &     &   \      >      "A      $'             '  #  "'   ;      84A             ;   4?=?=1: * "

          &      \    $ % & \                    &        "';        %            "     >             $ $    %      "   %        *        &*    "

<    ' #  $'      \   

                     * " '               $  $                $===$ 7        #  "'      84AS    #%    "

A    * '          $   

   %  $     "'             %             %        %           "

8 / @/"

'  \    ;                "                        &      \           " $'         F#0G"!       ;                 0K               "#0             $           "                   \ "#  8       #0   $ 4?=?=1: *              *    ;  "

0K            8  "!       S # 533I0K      0K              "@ $  4?=?=1: *     0K           "'     > ; 0K           *    84AS !   ' ! '  '   @ "            &       "

8       "#              \    $       \  $            "       &    %   \          ;       "'               )  8 *& 2  / C   / 1     "

' ;         $]               !  ."5"#  &  \   #0  B

 @@\B             "      $           -  '   B        0K      

 \  "<                 $  $       -  @;  B#                       -   =   B6&   !   $            \     \] $       "

4    $'                        \ %     $   $      &          "          %  $  \      "

!    \          "  \'  '     *       &"8             $    $    "'  ;              !  "

A     7    $'           \        \   "

%/  &          %                                          

'         >                       "    $  $     % $       "       $'    >       * "

#    !  5"5$'          "#  *      < !     $       ];         "     ;            $       =?4?=1: * "

#&       &  *   #0   "8                    $    !  5""'$      $  *     "                  \]"

            * "'     >        "$         &   * "       ;      4?=?=1: * "    

  %   %                   >    , !    "         %       "             *           "

:.   4(-  @" 

&                             \                                       

<($!     %' (   

#     *        ' ! F'!G @ 0     !   F@0!G$  84A  @  #   F@6# @ 5I =.$533.  "A 7 $533.$ @6# ;  4  FA4G  '    #   F'#G/"

A  '#    '!@0!$  F'#. '#5G       D 9&"'#.  ]     D"'#5  '#.          0 >     '     ;      !   ."

#   533.@0! A4$    $'#.     \          '!B

#     ;      $ #           $ #           $ #            $ #     >       $ #           $ #            

                   B

#   $ #     #         #      9        

9           '!@0!                                        A4 "        &      = 9 "

    \        $      \                     !     "     5D.$333     53.I      2."5    

  '!   F'#/G    5ID$333          25"J   "   ;  2$JI3?       2/$J3?   '!   "     .///       53.I"

4    '!            

       "'!    .//)      '        .//584A "      0!$ =*   ! F=!G      5)'@"D3"#   =!   $    9 *     "   9 *      <"!"@  6  ! $@6#$9  = @    ! $<"!"0        #  $<"!"#' 0        ' ! '  '       84A"

'  '     @6#$84A              $      @ #   $8  4            $        = A$  \  $          $   $       "@       $   D   $                 "

   D                    "0                   *      *   "               $ D        F'# .$5$ /$   9 #   G                 0!    "0                \ 0!"'#.F G                 "'#5   @0!"

        &      &  B

." A              ' ! @0!$    " 5"     *      *            *            "     9      " )" =       ;  "!                     90 #  " " =    & ;                        " D" '#    '!                    " " A4    P8            *  533/     N       # "QP       *    53.G"Q J" #   A4$    F'#[/G               * $            "@6#              

 "$   \ '#[/                      "

 %' (,  6 1 

 4 533I$84A  \ ;               

              "84A         7  $=      $ #   = M 9 "           ;                     \  "        ;  \    $   $                     $           \          \                   \       "'             53.I  53)3"'             $A6$        $        $       "

             ?     '         ?D    ' 9&  !  "  ;     \   B

# #   .B#               $ ;   -;     !  1      ?D  - # #   5B#                &     -;     ?    ?D  - # #   )B#          -;      ?   ?D  - # #   B#          $       -;     ?   ?D  - # #   DB#             $ ;    -;     ?   ?D   - # #   B#        -;      ?   ?D  "

#   .                      \               %   "       #   5          

           @6# 1A!%        " #   D                 "

A 0  

 @ 53.3 8  , #    84A                                9&    8  S           # .//DF #G"     \    !  )3$53.3"9   !  .$53..84A$               #$84A        '    ;    #     $            %     &         "

   %'  & # $ $

        *  $     *    @6#    " *           \     " #        F1 G   0 # %      1          ;   \   "

       *             A  >  S F AG53)31 "!  $         %         "  1 $ ;        ; 53    *       $          $ \    "        \      $       $           "         \      *    "

1    %    !$#  $@; $0\       0% # B1 <  F!#@00#1     533D"@%   1     %      $   \         *       $   ;      "      1            A  >  F    =     A  >  = AG"

   1       ] 53)  > " A   #      753.3"' $   '!          *   53)1 "#  *   >           &                *  53)1 "53)1  ;     7 53.."

$  <($! 

 #  53.3$84A             0      !     !                 '!F DG"     !  53.3"84A       &)   "#              

     53.  90 #   "#    !  5")$'          "

<)  @"05 &  %    "                            <($! 

90 #          90 #   *              "#    $84A      ;   90 #  @6#    4  @ 0!      % A4"#  %     90 #  *                     A4"

#) 6  B  0  C

    90 #    90 #$            $ $    $         %       %     "#     90 #          !  5"/"       \                 *  $    B

." ' 6 # F'6#G                 $       "<  '6#          $       $               % $                %          $ 5" !    '6#  $8     F 5I"5G      $   *             $     "1    *      ' &         S ' &    # " )" ' # # F'##G   %              *         %   9  #  #  R !         $              ?         '##" "     #                 $ >            " D" =       !    #                     & $          " J" 9        #          9       "!  .3  # %       = #               

     %  * " I" 1 M6 '   @ #    &                  " /" @0=#%       \  ]     90 #    $ 0; A../II" .3" ' K =   # %    \    90 #

   " .."    0  !  # %                   "8             %    " .5" @6# %    7 \     \                   D"        84A@6#     F  0!     G"9  $     &   :!6    &      " .)" <   #     # %                         A6 %  "

=            84A     0!"                           '      ;          A4"

'  &   84A        90 #               %        "                            "'          ;       "6     90 #                ;    \              $     "

'$  ! 5  "  &                                       6           "    "    

# %% \          *     !& &

;   *             *          %                 * "4    $    \      $                 !& &S !A.335 \0     =   ! F0=!G"

0=!      \  $ $   $  $    

      * "0                            &   \ 8  S             \  "# P0    0! Q &    $  $               * "      %      $ *            0=!" '   S                $         "                S ''    0=!                $    $        "              $          4?=?=1: *  9&    "1       *       \     ;  "

     ' $    &$   R  =   ! FR=!G     !A/33.B5333.5 "  $   R#?R'       *          *   %  "

=$# )  ("@4            "        +           &         \+                        

'        ;             **     "4    4?=? =1: * $'          

    8    #  F8 #G$ 9$*       $ <"!"#' 0  $  4  0    R F40RG$8  =   '  F8='G$    $ 0 >    * $ <"!"' ,$ 0         #  F0 #G$                ;      *       "

A   &   *           ;             "8             @6#8       "     @6#  >   \    $84A    *   %   ;      9  8      "! \*   /DA1    4?=?=1:   >     *   \     84A @6#"'          * "     $            ;     90 #       *             "

'       * "# 84A    90 # $'       $          ;    90 #    "       ]        & - $'            "           ; 

 84A90 # $               "   \     90 #             $        "           90 #      $    ]   "                            ;            90 #          " ' ];                 "       $    *  $     84A" 5"/".     *     * "

/  =$# -1/)  "  & 

;@ DGHJ;B:@ HJ B:;B: :JH:DHDHJ;B: JD:K  €

'!4  FA4G  FALG    "   &                         

0     !   "                < !   #' 0    $40R!  3.  8  =   '  F8='G  %    "$'       >                           AL"

        %     F!#8G                "'  *  84A   ;              84A      $       "

!  335 !#@00#1<                      90 # "        @$!  $  $  $                * "9     >      

            " \*   S       $             &  !  * "<     $ '              * ! "

?-2 2(D ($ / \                            "          

&99"

'              "@    $  *          >  %  "      '                 \     J3.3D     *            "                   *  \      -                       "                $'     >  %           ;   "

         $ '     84AS %  "  %            F 0G  "4  0$  >                     *   "!\              $             "0                     \"               "      84A                  "A     84A    $                         "A      \  >$        84AS  * =       %   "

84AS    & $6)3.     \                "A     0R.5." %    \    %        %     >          "         \%    

  -    >       $  0    !  #   F0!#G    & "@  >     \     0!#$        &        & $  50!#                %  "

 ;    %           &     

% "#  $           < !       #    F



#  *    $            "<  &   *    $                "'    &    "#      ;         $        *    "'      >;          "@ $     ;        4?=?=1: *     "

#  '\

 >   \  \   $'               \F=AG                                         \    "'    \=      F= G    ' #  "'  $  $       *      =      = < \ ' 4  F=<'4N 84A  G \'        "4    %      \    $'  84A            "

'S        \         ] \$     ;   $     >  \   "A          \    B

# @            \] # '     $     *      &       # '                  $      $       # :           & $     ;    

     $'             "

#  $'          =           % &  \               $   &  \      "

'       .I33      "           \       ' " 0                                "   $  0=     '5     "

'     0      F0 G       "       $'       B

#       %            &       \    " #              \ $     &         " # #                    84A"

HRBT Exhibit 1

Key HRC Operations and Maintenance New 4-Lane Trestle Bridge (4 Lanes EB and WB) No Widening Required Add 1 Lane Each Direction (2+1=3 Lanes EB and WB) New 4-Lane Tunnel (4 Lanes EB and WB) Add 1 Lane East Bound (2+1=3 Lanes EB)

Page 76 HRBT Exhibit 2

Page 77 HRBT Exhibit 3

Page 78

Page 79

        \     \            \   6  

@\     $               * %      '           ;  ?90 #         \ \     %  %     @   '    ;      "'     %   ;  \                   ;       % ;     &  "

#       \ $!& & ;  ;       * \          $     \   $    \  $      $    "=  \$!& &    4 F!& &4G$   $      *           F G      $  $      $         $   \       * "  ;* \               $     ;   &       \    * $       \    "      ;  $!& &4     \       \                  \    \   "              &      $    $       ;        !& &S        "

#         $     *      *   "   90 #  &  $              \         "'     ];    \                 * "#  $ \        &  *          $                \    & "6      ];     *           $  ' ;  > "6 &      ;     \   ;     >    \             \            &           \   &    "

6 )                   \ "                \&  \            \        S    \            

'      \        *        & 

       "'           &               ' #  "6                                            * ;        "

&  !& &,S   \     $!& &4            * "!& &4S                       !& &    $   &        %   ;  "# ; $!& &4  \        9   $ \     @   9" 0  0 \  $    A  #  #.                " ' $  S \     ]  B #  '  !  $           #    ' "' $!& &4     *    233      "#     !& &4 %  #;  $8   \  @ $; $#  $'   > "

!& &4S  \      * \    ; 2D33        #    #  #.   "A     *   0)/   9  0.I 9    @  "#   \     !& &4S  ;    25   =5D1  A   @  <:$    !& &4   \     =533/$       \   &   "

@      * \   !& &4$   @    0;  &          "

#   533/$ !& &,              

'   ; $;  $ \                    * $           %             "@            '    \ $  !  .""

CONFIDENTIAL INFORMATION HAS BEEN REDACTED

. !0:/"   $#  533/

CONFIDENTIAL INFORMATION HAS BEEN REDACTED

CONFIDENTIAL INFORMATION HAS BEEN REDACTED

CONFIDENTIAL INFORMATION HAS BEEN REDACTED

CONFIDENTIAL INFORMATION HAS BEEN REDACTED

CONFIDENTIAL INFORMATION HAS BEEN REDACTED

CONFIDENTIAL INFORMATION HAS BEEN REDACTED

WORK HISTORY FORM – FINANCE

A. Team Member B. Name of the Project, Location, Description and C. Project Owner’s Name & Address, D. Project E. Third Party F. Year of G. Financing/Security/Insurance or Firm’s Tolling Description (if applicable) Project Manager’s Name, Phone Cost Reference Name, Financial Close Name Number Organization, Phone or Year Posted Description/Type Role/Tolling Value/Amount/Equity Number (pertaining to Responsibility Invested Securities) (1)Skanska ID M25 Improvement Project, Project Owner: $2.161 billion Highways Agency 2009 Senior Bank Loans Skanska ID Senior Bank Debt Peter Cormode, Regional London, UK Skanska Infrastructure Development (41% (£1.08 billion) contributed 40% of $1.83 billion shareholder) DBFO Manager the equity for the The M25 DBFO is a 30 year project to operate and Råsundavägen 2, +44 08457 50 40 30 project maintain the M25 and its major feeder roads, a total 169 83 Solna, Sweden Peter.cormode@highways. Initial Equity Invested length of some 400km. During the first three years, the gsi.gov.uk contract, the project comprises renovation and Skanska ID – $129.6 widening of two sections in the North East and North Contact: million West quadrants of the M25 north of London. Jeff May Partners - $194.4 million The project is being carried out as an availability based P: (+44) 20 7429 4200 PPP and Skanska is part of the team responsible for the Design, Build, Finance and Operate (DBFO). (2)Skanska ID Autostrade A1 (Phases 1+2), Project Owner: $2.43 billion Polish Ministry of Phase 1 – 2005 Senior Bank Loans Skanska ID Senior Bank Debt: Infrastructure Poland Skanska Infrastructure Development (41% (€1.55 billion) Phase 2 - 2009 contributed 30% of $2.31 billion ul. Chlasinskiego shareholder) the equity for the Initial Equity Invested The A1 Motorway is one of the largest infrastructure 00-928 Warszawa Råsundavägen 2, project Skanska ID - $36.5 million road projects in Poland. Vital to the region's economic Warsaw, Poland 169 83 Solna, Sweden Partners - $85.1 million competitiveness, the 94-mile motorway connects to the Jaroslaw Waszkiewicz, Trans-European Transport Network, which serves the Director entire continent by linking European Union countries. Project Manager: +48 22 630 1700 Torbjörn Nohrstedt [email protected] The Skanska-led joint venture is responsible for design, P: (+46) 8 504 350 00 construction, operations and maintenance. Project revenues are 95% availability payment, 5% shadow tolls (3) Skanska ID E18 Motorway, Project Owner: $501 million Matti Vehvilainen 2005 Senior Bank Loans Skanska ID Senior Bank Debt: Finland Skanska Infrastructure Development (41% Finnish Road contributed 41% of $467 million The new 32 mile road in southern Finland will improve shareholder) Administration the equity for the Initial Equity Invested: traffic flow and safety, replacing an existing narrow, Råsundavägen 2, Pasilan virastokeskus project. Skanska ID - $14.0 million curving, two lane road. The route contains 7 tunnels 169 83 Solna, Sweden Opastinsilta 12A Partners – $34.1 million and no tolls are collected in this Availability Payment Project Manager: Helsinki, Finland model. Gunnar Lundberg +358-400-833-119 The Skanska-led Joint Venture is responsible for P: (+46) 850 435 772 design, construction, operations and maintenance.

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE-TUNNEL PROJECT CONCEPTUAL PROPOSAL Page 88 A. Team Member B. Name of the Project, Location, Description and C. Project Owner’s Name & Address, D. Project E. Third Party F. Year of G. Financing/Security/Insurance or Firm’s Tolling Description (if applicable) Project Manager’s Name, Phone Cost Reference Name, Financial Close Name Number Organization, Phone or Year Posted Description/Type Role/Tolling Value/Amount/Equity Number (pertaining to Responsibility Invested Securities) (4) Skanska ID E39 Motorway, Project Owner: $310 million Kjersti Billehaug 2003 Senior Bank Loans Skanska ID Senior Bank Debt: Norway Skanska Infrastructure Development (50% Norwegian Public Roads contributed 50% of $285 million A new coastal highway built to replace an outdated and shareholder) Administration the equity for the Initial Equity Invested: dangerous road in Norway. The new alignment Råsundavägen 2, Brynsengfaret 6A project. Skanska ID - $12.1 million resulted in 6.3 miles of tunnel. Financed, designed, 169 83 Solna, Sweden 0033 Oslo, Norway Partners – $12.1 million built and operated as a PPP, the project is the country's Project Manager: +47-2207-3024 first PPP and the largest road contract awarded in Ketil Sand Norway. P: (+47) 922 51040 Skanska-led SPC has two contracts, one for design and construction, the other for operations and maintenance. Both of these have been fully assigned to Skanska. (5) Skanska ID Nelostie Motorway, Project Owner: $171 million Seppo Makinen 1997 Senior Bank Loans Skanska ID Senior Bank Debt: Finland Skanska Infrastructure Development (50% Finnish Road contributed 50% of $131 million The 43 mile, 4 lane highway has enabled faster, safer shareholder) Administration the equity for the Initial Equity Invested: journeys, bringing economic regeneration to the region. Råsundavägen 2, POB 70, 000521 project. Skanska ID - $15.6 million As the first major PFI/PPP road project in the Nordic 169 83 Solna, Sweden Helsinki, Finland Partner - $15.6 million countries, the motorway uses a shadow toll payment Project Manager: +358-40-555-0811 system. This means that the SPC is paid by the Tom Schmidt authorities depending on user numbers. (+358) 207 192 531 The SPC is responsible for Design, Construction, O&M

HAMPTON ROADS CROSSINGS HAMPTON ROADS BRIDGE-TUNNEL PROJECT CONCEPTUAL PROPOSAL Page 89        \      

8. 1\ %      \        \         $    +    \           +    "     "     \         %      \          (                      (                 \                                   &     "                

@*                             "#                 '  $                            %         "9                    !     "<    $     >   $      "   = = =    F===G53                 "           &      $  ===     \  "

   '       ;                       9&                &   "   $  &       " 0            $         &      ",  \                 &N            $&                    "

     \            $ &$&    $        "          $'S      %                     "

          \    $ *         \     N    "        $      \       "&   &                     &   "8          & &     S           &       &  \ "                "

6 '              *   ;  

 * $     "  &          "      \         \ " #   ;              * "@ $ *              "   &       =                   "$     & ;     *    "

#        \            $  *     %                        "    ;       &          ;  * $    *     D     "           \       "

8 . "  %                                                        &             

# &               $               $        * "

                      *                 A  >   = 53.3   6  '       ' 9 <   ;  >               "6  &   *    $    B

      B'     S &               \        "@      $   *                "@!      $           "@  $    $         S            $&                "

6                  $  ;        * "# 'S        & $       &         "' \ S &   0 >   '               &  "

86  5 5"  %                \       %        \    &                        

#  ';        * $              "                       B

 $  # 0           # 0         # 0           

 $& 

# A            *      # A      $   $   \    *   # A       \    *   \ # 4        # @        

'    &          & $      8  4              "   &                 & "                * "

#     $;  *  $*              $               $    $  $    &     * "

                     %.    !/   "                                             &              )    

#  ;   ;   $ *      %       &   $ *       ;        "  $        &   ;   &     )      ;         5     "

*                    8     #  $    $ $     $ &  $ ; # &    9 9        9&$                          "

0;               *                 A  >     "';      *   >      A$    &               "

=             &   =  !    '  A4  <           "                               &"

% ) \  C                     )                       

                                    "#      $          4 =   F4=G               \]                   "                    &;       "

@ $    ===       $             

%6 . 2/   " +    \  \                              

=     *                       "            &

     = = =        " '             $           ;    $            \ "  B

# 0          #       # &    

%8& B 4  (-  "/                                             $     \               8 '  0  -#&                   

A      *              S         "6   >     $ *            "

         N  \ "            >            $        = = =    $                 "       \  >   B

."    '   =     $!  53.3 N               A  >  &                   "            $      B

# #  ?             #             F    G # '       4 =   F4=G          $    $ 

#        !  F!G       >               # #         

5"         *    >  $!  53.3N    $     :               A  >  $                    "      *     &    *       *    $

*   $     "        $             *     "

)" 8  4      

0     ! @ $#   53.3N7   $84A  %    \    0     !  * "                   2D        * "

             *                %  "A     &               "

           $    , #    *          "        35F53.3G&     S  , =4 S            "A    $   \                ;    $        *    "

      *                      "$   $===$  7      '              "       &$'        >                  "A  $ ;   D  &$   ===    "4             "#                      \]     "   *              "    ;    $  *   '        *         $      \             8  "

       \    $                             "'                             " *           '  $              "

%%4D                 %         \                

#    S   $'      *       

           "#    $ 0      !    $ 84AS    $   $       *  \   "' &       &                              "

%:   95  %        S      &                                  

#*                      * $                '                 "#              8    #  $                  " <    $          &      \        " $          

      *     "

#     $                   O               "6                        $    &       ;           "

) %:* #.  9 . 

                & \ !  8  "A   $8      \         0 ' $             S      "#     $                "          

       DI 3           " 8    #  *              J$333      & \   !  8   53)3 5DD &   "

"&    1  0  A

 $  8    #   # =    ; *       $8                8  S                 >        "

) %: *  9  . 4  7 

          $                 &             \    "'S             "