SECONDARY Middleboro to Buzzards Bay Line Code: 4178

MP MP Purchased by MassDOT: 0.00 19.90 June 1982

Purchased From: 0.00 19.90

MP MP MassDOT Ownership: 1.50 19.90 Middleboro ( 1.5) to Buzzards Bay (19.9) 36.30 54.70 Middleboro (36.3) to Buzzards Bay (54.7) MP 0.0 to MP 1.5 Conveyed to MBTA (1996)

MCRR L&O (2007 Agreement): 36.30 54.70 +/-

The Line is designated as FRA Class III in the MCRR Timetable (2016). MCRR is required to maintain the Line to meet FRA Class III standards.

Maximum Authorized Speed Freight Passenger FRA Class III 30 MPH 55 MPH

Condition of Track / ROW:

The Buzzards Bay Secondary is operated at modified FRA Class III speeds. The Line was completely reconstructed in 1986 - 1988, including 115 RE CWR, new ties, ballast, surfacing & brush work. Additional cross tie replacement, ballast work, surfacing / tamping, crossing reconstuction, and brush cutting work was performed in 2013 - 2014.

FRA Class III

Track: Rail 115# CWR (continuously welded rail). Rail Length N.A. Steel Type CC Gage (Inches) 56-1/2" +/- 1/8" Ballast Condition Good Condition Drainage Good Condition

Hardware: Joints N.A. Bolts N.A. Tie Plates DSC Fastening Cut Spikes Anchors / Rail 24

Ties: Tie Type Wood Min. # Effective Ties Required 8 Ties / 39 Feet Actual # Effective Ties 22 Ties / 39 Feet # Defective Ties in 39 Feet 2 - 6 Ties / 39 Feet % Defective Ties 8.30%

Comments: Ballast shoulders need resoration in localized areas.

Massachusetts Department of Transportation SE Rail Lines Request for Responses -- Railroad Operations Buzzards Bay Secondary Exhibit D.1-1 Bridges:

MP Location Comments Middleboro

37.18 Cherry Street OH I-Beams See 2016 Inspection Report

Wareham

45.33 Pierceville Road OH Pony Truss See 2016 Inspection Report

45.72 Tail Race UG Deck Plate Girder Bridge Built / Repaired in 1986. Additional Repairs in 2011 See 2016 Inspection Report

46.24 County Road / Main Street OH I-Beams Clearance: 17'-9" See 2016 Inspection Report

47.09 Main Street UG Through Plate Girder - Open Deck Bridge Built / Repaired in 1986. See 2016 Inspection Report

47.50 Route 195 (SB) OH I-Beams Vertical Clearance: 18' - 5" See 2016 Inspection Report

47.54 Route 195 (NB) OH I-Beams See 2016 Inspection Report

48.26 Main Street OH I-Beams Vertical Clearance: 17' - 8" See 2016 Inspection Report

49.44 Wankinco River UG Timber Trestle Bridge Built / Repaired in 1986. Scheduled for Repairs in 2017. See 2016 Inspection Report

49.47 Sandwich Road / Route 6 UG I-Beams - Ballast Deck Bridge Built / Repaired in 1986. See 2016 Inspection Report

53.98 Onset Avenue OH I-Beams Clearance: 18' - 3" See 2016 Inspection Report

Wareham / Bourne

54.31 Cohasset Narrows UG Deck Plate Girder Scheduled for repairs (2018 - 2022) See 2016 Inspection Report

54.84 Buzzards Bay Railroad Bridge Bridge Maintained by U.S. Army Corps of Engineers

Above According to 2016 Bridge Inspection Report prepared by TEC Associates.

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Buzzards Bay Secondary Exhibit D.1-2 Private Grade Crossings:

MP Location Comments Middleboro 43.40 Hells Blazes (Wareham Street) On Middleboro / Rochester Line. HR 1

Wareham 51.80 Wal-Mart Access HR 1

Buzzards Bay / Bourne 54.70 Army Corps of Engineers One of several crossings used by the Army Corps

Public Grade Crossings:

MP Location Gates Signals Comments Middleboro 39.51 Miller Street Yes Yes Comment 2; HR 1; HR 3 41.65 Spruce Street Yes Yes Comment 2; HR 1; HR 3

Rochester 44.87 County Road Yes Yes Comment 2; HR 1; HR 3

Wareham 47.19 Station (Depot) Street Yes Yes Comment 2; HR 1; HR 3 47.79 Hathaway Road Yes Yes Comment 2; HR 1; HR 3 48.35 Elm Street Yes Yes Comment 2; HR 2; HR 3 49.47 Sandwich Road Yes Yes Comment 2; HR 1; HR 3 49.89 Indian Neck Road Yes Yes Comment 2; HR 1; HR 3 51.29 Depot Street Yes Yes Comment 2; HR 1; HR 3 52.68 Main Avenue Yes Yes Comment 2; HR 1; HR 3

Bourne 54.60 Academy Drive Yes Yes Comment 2; HR 1; HR 3

Comments: (From MCRR Timetable) 2. Automatic highway warning devices equipped with motion sensors. All public crossings equipped All public crossings equipped with constant warning (predictor-based) system controllers. 3. Rusty rail conditions may exist. All trains must be prepared to stop until ascertaining that automatic highway signal devices are functioning properly. If not functioning properly, crew must protect crossing.

Notes: (From MCRR Timetable) 1. Highway crossing protection interconnected with highway traffic signals. 2. See Timetable re trains making & departing from Buzzards Bay station stop.

HR Notes: HR 1. Improved / Reconstructed by MassDOT Heavy Repair Program HR 2. Reconstructed by MassDOT Section 130 Program. HR 3. Constant Warning Devices Installed by MassDOT.

*MP references from MCRR Timetable

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Buzzards Bay Secondary Exhibit D.1-3 HYANNIS SECONDARY Bourne to Hyannis Line Code 4174

MP MP Purchased by MassDOT: 0.00 7.80 June 1982 7.80 24.30 June 1982

Purchased From: 0.00 7.80 Conrail 7.80 24.30 MBTA (Acquired from Conrail in 1976.)

MP MP MassDOT Ownership: 0.00 24.30 Cape Cod Canal Bridge ( 0.0) - Hyannis (24.3) 54.70 79.00 Cape Cod Canal Bridge (54.7) - Hyannis (79.0)

MCRR L&O (2007 Agreement): 54.70 79.00

The Cape Cod Central Railroad operates tourist / dinner trains over the Hyannis Secondary from Hyannis Yard to the Yarmouth Wye, and on to Bourne or Wareham.

The Line is designated as FRA Class II in the MCRR Timetable.

Maximum Authorized Speed Freight Passenger FRA Class II 25 MPH 30 MPH

Condition of Track / ROW:

The Hyannis Secondary is operated at FRA Class II speeds. The line was rehabilitated in 1986. Additional cross tie replacement, ballast work, surfacing / tamping, destressing, bridge repair, crossing reconstruction , and brush cutting work was performed in 2014. Additional crossing signal work was performed in 2015.

FRA Class II

Track: Rail Mostly 107# New Haven (rolled between 1912 - 1927). Some 100# / Little 115# Rail Length Primarily 33 Feet & 39 Feet; Some 36 Feet Steel Type OH Gage (Inches) 56-1/4" to 56-3/4" Ballast Good Condition Drainage Good Condition

Hardware: Joints 4 Hole / Toeless Good Condition Bolts Loose Bolts Good Condition Tie Plates Mostly SSC; DSC at Joints Fastening Cut Spikes Anchors / Rail 11 to 20 Avg. = 15

Ties: Tie Type Wood Good Condition Min. # Effective Ties Required 8 Ties / 39 Feet Actual # Effective Ties 20 Ties / 39 Feet # Defective Ties in 39 Feet 4 Ties / 39 Feet % Defective Ties 17%

Comments: Track conditions are good due to MassDOT capital improvement programs 2009 - 2015. Occasional defective joint ties & defective tie clusters.

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Hyannis Secondary Exhibit D.2-1 Bridges:

MP Location Comments Bourne

55.43 Aptuxcet Road UG I-Beams - Open Deck See 2016 Inspection Report

55.73 Old State Road / Perry Avenue OH I-Beams and Concrete See 2016 Inspection Report

56.36 Bourne Bridge OH Steel Arch

59.54 Sagamore Bridge OH Steel Arch

Sandwich

61.95 Mill Creek UG I-Beams - Open Deck See 2016 Inspection Report

66.95 Old County Road OH Concrete Plank See 2016 Inspection Report

Barnstable

70.05 Bridge Creek UG Concrete Box See 2016 Inspection Report

72.00 Route 6A UG Through Plate Girder - Open Deck Bridge Built / Repaired in 1986. See 2016 Inspection Report

72.10 Hinkley's Farm Pass UG Timber Stringers See 2016 Inspection Report

Yarmouth

76.35 Route 6 (EB) OH I-Beams and Concrete See 2016 Inspection Report

76.38 Route 6 (WB) OH I-Beams and Concrete See 2016 Inspection Report

Above According to 2016 Bridge Inspection Report prepared by TEC Associates.

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Hyannis Secondary Exhibit D.2-2 Private Grade Crossings:

MP Location Comments Bourne 54.91 Bell Road MCRR uses for hirail access (including daily in the summer).

56.38 Bourne Bridge Access Bourne Bridge Access Used for maintenance access by Army Corps & public access to walkway.

57.80 Army Corps Canal Access Canal Access

59.55 Sagamore Bridge Access Sagamore Bridge Access Used for maintenance access by Army Corps. Recommend installing stone on road approach.

Sagamore 60.55 Tank Farm

61.26 Freezer Road Signals include lights, bells, crossbucks.

61.15 Canal Electric

Sandwich 63.10 Ox Pasture Road

63.37 Great Island Road

64.05 Lampy's Bog Access

65.59 White's Crossing / Cedarville Road

66.24 Game Preserve

66.56 Talbot's Point Road

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Hyannis Secondary Exhibit D.2-3 Private Grade Crossings: (cont'd.)

MP Location Comments Barnstable 71.18 Farrington Way

71.25 Pilots Path

71.73 Ferguson's Way / Ferguson's Crossing

72.99 Railroad Avenue

73.90 County Farm Access Road

Yarmouth 77.30 Manning Way (Airport Access) Barnstable Municipal Airport. Emergency access only.

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Hyannis Secondary Exhibit D.2-4 Public Grade Crossings:

MP Location Gates Signals Comments Bourne 54.87 Canal Pedestrian No Yes Note 9; New Crossing 2013

Sandwich 61.26 Freezer Road Yes Yes Comment 2; HR 1; HR 2 61.56 Town Neck Road Yes Yes Comment 2; HR 2; HR 3 62.09 Willow Street No Yes Comment 2; HR 1 62.17 Jarves Street Yes Yes Comment 2; HR 1; HR 3 62.28 Liberty Street No Yes Comment 2; HR 1 62.61 Dewey Avenue Yes Yes Comment 2; HR 1; HR 3 63.56 Spring Hill Road No Yes Comment 2; HR 2 64.35 Quaker Meeting House No Yes Comment 2; HR 1; HR 3 64.91 Route 6A - Cranberry Highway Yes Yes Comment 2; HR 2 65.15 Atkins Road No Yes Comment 2; HR 2 65.76 Old County Road Yes Yes Comment 2; HR 2; HR 3

Barnstable 68.54 Maple Street Yes Yes Comment 2; HR 2 69.10 Willow Street No Yes Comment 2 69.42 Route 149 (Meetinghouse Way) Yes Yes Comment 2; HR 2 69.95 Route 6A (Old Kings Highway) Yes Yes Comment 2; HR 2 72.69 Old Jail Lane Yes Yes Comment 2; HR 1; HR 3 72.92 Pine Lane No Yes Comment 2 73.25 Hyannis - Barnstable Road Yes Yes Comment 2; HR 1 73.57 Braggs Lane Yes Yes Comment 2; HR 2 74.15 Mary Dunn Road Yes Yes Comment 2; HR 2 75.28 Marstons Lane Yes Yes Comment 2; HR 1

Yarmouth 75.85 Oak Avenue Yes Yes Comment 2; Note 1; HR 1; HR 3

Barnstable 78.50 Route 28 - Iyannough Road Yes Yes Comment 1; Note 4; HR 2

Comments: (From MCRR Timetable) 1. Trains must stop before passing over crossing; crew must protect crossing. 2. Automatic highway warning devices equipped with motion sensors. All public crossings equipped All public crossings equipped with constant warning (predictor-based) system controllers. 3. Rusty rail conditions may exist. All trains must be prepared to stop until ascertaining that automatic highway signal devices are functioning properly. If not functioning properly, crew must protect crossing. 4. Private Grade Crossing.

Notes: (From MCRR Timetable) 1. Highway crossing protection interconnected with highway traffic signals. 2. See Timetable re trains making & departing from Wareham station stop. 3. Precautions re Buzzards Bay station / Academy Drive. 4. Gate Operating Procedures for Route 28, Hyannis. 5. There is no Note 5 in Bay Colony Timetable. 9. See Activation Instructions in 2016 MCRR timetable

HR Notes: HR 1. Improved / Reconstructed by MassDOT Heavy Repair Program HR 2. Reconstructed by MassDOT Section 130 Program. HR 3. Constant Warning Devices Installed by MassDOT.

*MP references from MCRR Timetable

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Hyannis Secondary Exhibit D.2-5 SOUTH DENNIS SECONDARY Yarmouth to South Dennis Line Code 4180

MP MP Purchased by MassDOT: 0.00 5.60 June 1982

Purchased From: 0.00 5.60 MBTA (Acquired from Conrail in 1976.)

MP MP MassDOT Ownership: 0.00 5.60 Yarmouth to South Dennis

MCRR L&O (2007 Agreement): 0.00 2.80 Yarmouth Junction to Yarmouth Transfer Station (Station Avenue)

Other Uses: 2.80 5.60 Cape Cod Rail Trail

Mass Coastal currently operates the Line segment from Yarmouth Junction (MP 0.0) to the Transfer Station (MP 2.81 +/-) as Excepted Track (10 MPH).

The Line segment from the Yarmouth Transfer Station (MP 2.8 +/-) to End of Track (MP 5.6 +/-) has been converted to a rail trail, and there is a short segment of rail with trail west of Station Avenue.

Maximum Authorized Speed Freight Passenger FRA Class I 10 MPH N/A

Condition of Track / ROW:

The Line segment from Yarmouth Junction to the Yarmouth Transfer Station is in FRA Class I condition as of October 2017. This segment was rehabilitated in 2009, including cross-ties, surfacing and bolt tightening / replacement work.

FRA Class: Excepted / FRA Class I

Track: Rail Mostly 80# / Some 107# / Little 115# Rail Length 39 Feet Steel Type OH Gage (Inches) 56-1/2" +/- 1/4" Ballast Condition Poor Condition Drainage Fair Condition

Hardware: Joints 4 Hole / Angle Bars Fair Condition Bolts Loose Bolts Good Condition Tie Plates SSC Fastening Cut Spikes Anchors / Rail 14

Ties: Tie Type Wood Fair to Good Condition Min. # Effective Ties Required 5 Ties / 39 Feet Actual # Effective Ties 18 Ties / 39 Feet # Defective Ties in 39 Feet 6 Ties / 39 Feet % Defective Ties 25%

Comments: Joints generally ok; tie clusters elminated in 2009. Geometry fair only.

Massachusetts Department of Transportation SE Massachusetts RAil Lines Request for Responses -- Railroad Operations South Dennis Secondary Exhibit D.3 - 1 Bridges:

MP Location Comments Yarmouth

1.90 Route 6 (NB) OH I-Beams and Concrete See 2016 Inspection Report

1.95 Route 6 (SB) OH I-Beams and Concrete See 2016 Inspection Report

Above According to 2016 Bridge Inspection Report prepared by TEC Associates.

Private Grade Crossings:

MP Location Comments Yarmouth 0.40 Pond Road Crossing

2.05 Transfer Station Access

Public Grade Crossings:

MP Location Gates Signals Comments Yarmouth 0.08 Willow Street Yes Yes Note 6 0.52 Summer Street No No Comment 1 1.35 Pine Street No No Comment 1 1.39 West Yarmouth Road No No Comment 1

Comments: (From MCRR Timetable) 1. Trains must stop before passing over crossing; crew must protect crossing.

Notes: (From MCRR Timetable) 6. Automatic highway warning devices without motion sensor capabilities. Trains must stop at "CC" sign. NORAC Rule 138.

HR Notes: N/A

*MP references from MCRR Timetable.

Massachusetts Department of Transportation SE Massachusetts RAil Lines Request for Responses -- Railroad Operations South Dennis Secondary Exhibit D.3 - 2 FALMOUTH SECONDARY Bourne to Falmouth Line Code 4186

MP MP Purchased by MassDOT: 0.00 13.80 June 1982

Purchased From: 0.00 13.80 MBTA (Acquired from Conrail in 1976.)

MP MP MassDOT Ownership: 0.00 13.80 Bourne to Falmouth

MCRR L&O (2007 Agreement): 0.00 6.70 Bourne to Falmouth

Other Uses: 6.70 13.80 Shining Sea Rail Trail

The Line is designated as FRA Class II in the MCRR Timetable (2016), but is restricted to Class I speeds. MCRR is required to maintain the line to meet FRA Class II standards.

The Line segment from MP 6.7 to MP 13.8 has been converted to a rail trail, and there is a short segment of rail with trail north of MP 6.7.

Maximum Authorized Speed Freight Passenger FRA Class I 10 MPH 10 MPH

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Falmouth Secondary Exhibit D.4 - 1 Condition of Track / ROW:

Mass Coastal currently operates the line segment from Canal Junction (MP 0.0) to the Otis Branch switch (MP 6.7 +/-) as Excepted Track (10 MPH).

The Line was rehabilitated in 2009, including tie replacement, ballast work, surfacing and bolt tightening / resplacement.

FRA Class I Currently restricted to 10 MPH freight and passenger

Track: Rail Mostly 107# New Haven (rolled between 1912 - 1927). Some 100# / Some 115# Rail Length 33 Feet & 39 Feet Steel Type OH Gage (Inches) 56-1/2" +/- 1/4" Ballast Condition Fair Condition Drainage Fair to Good Condition

Hardware: Joints 4 Hole / Angle Bars Fair to Good Condition Bolts Fair to Good Condition Tie Plates SSC Fastening Cut Spikes Anchors / Rail 5 to 18 Avg. = 12

Ties: Tie Type Wood Fair Condition Min. # Effective Ties Required 8 Ties / 39 Feet Actual # Effective Ties 14 Ties / 39 Feet # Defective Ties in 39 Feet 10 Ties / 39 Feet % Defective Ties 42%

Comments: Joint ties ok. Defective ties are spread out to average 10 in 39' of track. The Line currently requires ballast, tie and surfacing work. The Falmouth Line is part of the Stategic Rail Corridor Network (STRACNET) for national defense.

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Falmouth Secondary Exhibit D.4 - 2 Bridges:

MP Location Comments Bourne

1.16 Back River UG Through Plate Girder - Open Deck Interim Repairs made in 2017. See 2016 Inspection Report

2.29 Emmons Road UG I-Beams - Open Deck See 2016 Inspection Report

2.36 Gardners Road OH Timber Frame See 2016 Inspection Report

2.86 Ram Island Road UG I-Beams - Open Deck See 2016 Inspection Report

3.10 Shore Road OH Concrete Beams See 2016 Inspection Report

3.30 Barlow River UG Timber Pile - Open Deck Bridge Repaired in 2011. See 2016 Inspection Report

4.58 Shore Road / Route 28A UG Deck Plate Girder - Open Deck See 2016 Inspection Report

5.51 Scraggy Neck Road UG Through Plate Girder - Open Deck See 2016 Inspection Report

Falmouth

6.26 West Main Street UG Through Plate Girder - Open Deck See 2015 Inspection Report

Above According to 2016 Bridge Inspection Report prepared by TEC Associates.

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Falmouth Secondary Exhibit D.4 - 3 Private Grade Crossings:

MP Location Comments Buzzards Bay 0.40 Bell Road Used by Army Corps of Engineers Gets heavy use for access to Canal (Tidal Recreation Area). HR 1

1.20 Back River / Quest Cove

Monument Beach 1.57 Evergreen Hill Road

2.11 Monument Beach Access road established for Town of Bourne in 2012.

2.80 Briarwood Lane Briarwood Conference Center / Dexter School (as of 2016).

Public Grade Crossings:

MP Location Gates Signals Comments Bourne 0.82 Monument Neck Road No Yes Note 5

Bourne / Monument Beach 1.79 Worcester Avenue No Yes Note 5 3.60 Barlows Landing No Yes Note 5 4.87 Red Brook Harbor Road No Yes Note 5

Falmouth 6.80 County Road Yes Yes Notes 5, 8; HR 2

Notes: (From MCRR Timetable) 5. Automatic highway warning devices without motion sensor capabilities. 8. Crossing protection for siding is equipped with island circuits only. Yellow painted Joint Bars indicate beginning of ciruits, approximately within 50 feet of each side of crossing.

HR Notes: HR 2. Reconstructed by MassDOT Section 130 Program

*MP references from MCRR Timetable.

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Falmouth Secondary Exhibit D.4 - 4 WATUPPA BRANCH (a/k/a North Dartmouth I.T.) N. Dartmouth to Fall River Line Code 4199

MP MP Purchased by MassDOT: 6.00 12.10 June 1982 0.00 6.00 June 2010

Purchased From: 6.00 12.10 Penn Central 0.00 6.00 CSXT

MP MP MassDOT Ownership: 0.00 12.10 New Bedford to Fall River

MCRR L&O (2007 Agreement): 6.00 10.06 N. Dartmouth to Westport

Other Uses: 0.08 6.00 Bay Colony Freight Operations 10.06 12.10 Quequechan Rail Trail

BCLR currently operates the entire line from the junction with the New Bedford Secondary to MP 8.5 +/- (Mid-City Scrap). The Line is operated as Excepted Track, with a maximum speed of 10 MPH.

The Line segment from MP 10.06 (Fall River / Westport line) to MP 12.1 +/- (end of Line) has been converted to a rail trail by the City of Fall River.

Maximum Authorized Speed Freight Passenger FRA Excepted Track 10 MPH N/A

Massachusetts Department of Transportation Watuppa Branch SE Massachusetts Rail Lines Request for Responses -- Railroad Operations (a/k/a North Dartmouth Industrial Track) Exhibit D.5 - 1 Condition of Track / ROW:

The track between MP 6.0 and MP 8.5 (+/-) was rehabilitated in 2017, and is in very good condition. The track from MP 0.0 to MP 6.0 is in very poor condition.

MCRR has taken back maintenance and dispatching responsibilities from MP 6.0 to MP 8.5.

FRA Class: Excepted

Track: Rail Mostly 107# / Some 100# / Little 115# Rail Length 33 Feet & 39 Feet Steel Type OH Gage (Inches) 56" to 58" (MP 0.0 - MP 6.0; BCLR) 56-1/2" +/- 1/4" (MP 6.0 - MP 8.5; MassDOT) Ballast Condition Poor Condition Drainage Areas of Poor Condition (MP 0.0 - MP 6.0; BCLR) Good Condition (MP 6.0 - MP 8.5; MassDOT)

BCLR MassDOT Hardware: Joints 4 Hole / Angle Bars Mixed angle and toeless Bolts Loose Bolts - Poor Rehab 2016 - 2017 - Good Tie Plates SSC SSC Fastening Cut Spikes Cut Spikes Anchors / Rail 8 12 to 16

BCLR MassDOT Ties: Tie Type Wood Wood Min. # Effective Ties Required 5 Ties / 39 Feet Excepted: N/A; Class 1: 5 in 39' Actual # Effective Ties 10 Ties / 39 Feet 18 to 20 Ties / 39 Feet # Defective Ties in 39 Feet 12 Ties / 39 Feet 4 to 6 Ties / 39 Feet % Defective Ties 59% 17% to 25%

Bridges:

MP Location Comments Westport

8.68 Bread & Cheese Brook UG I-Beams - Open Deck Reconstructed in 2015. See 2016 Inspection Report

Above According to 2016 Bridge Inspection Report prepared by TEC Associates.

Massachusetts Department of Transportation Watuppa Branch SE Massachusetts Rail Lines Request for Responses -- Railroad Operations (a/k/a North Dartmouth Industrial Track) Exhibit D.5 - 2 Private Grade Crossings:

MP Location Comments Dartmouth 7.31 Private Crossing Not in FRA database.

7.48 Private Crossing

Public Grade Crossings:

MP Location Gates Signals Comments Westport 9.06 Davis Road No No

Comments: 1. Trains must stop before passing over crossing; crew must protect crossing.

*MP references from BCLR Track Chart (1999).

Massachusetts Department of Transportation Watuppa Branch SE Massachusetts Rail Lines Request for Responses -- Railroad Operations (a/k/a North Dartmouth Industrial Track) Exhibit D.5 - 3 DEAN STREET INDUSTRIAL TRACK Taunton Line Code 41A1

MP MP Purchased by MassDOT: 0.00 1.50 June 1982

Purchased From: 0.00 1.50 Penn Central

MP MP MCRR Ownership: 0.00 1.50 Taunton 4.03 2.50 Taunton

MCRR L&O (2007 Agreement): 0.00 1.50 Taunton

Other Uses: 0.00 1.50 Passenger Rail / Commuter Rail Service (Future)

The Dean Street Industrial is operated as Excepted Track.

The Line is programmed for future redevelopment and operation by the MBTA, as part of the South Coast Rail Project.

Maximum Authorized Speed Freight Passenger FRA Class I 10 MPH N/A

Condition of Track / ROW:

The Dean Street Industrial Track was rebuilt in 2008 - 2009 and remains in very good condition. Limited bridge rehabilitation work was performed on bridges 3.19, 3.44, and 3.55 in 2008 - 2009. The Line condition meets FRA Class I standards, and should be maintained to Class I.

FRA Class: Excepted

Track: Rail 107# NH / 100# NH Rail Length 33 Feet & 39 Feet Steel Type OH Gage (Inches) 56-1/2" +/- 1/4" Ballast Condition Good Condition Drainage Good Condition

Hardware: Joints 4 Hole / Angle Bars Fair to Good Condition Bolts Loose Bolts Fair to Good Condition Tie Plates SSC Fastening Cut Spikes Anchors / Rail 16

Ties: Tie Type Wood Min. # Effective Ties Required 5 Ties / 39 Feet Actual # Effective Ties 22 Ties / 39 Feet # Defective Ties in 39 Feet 2 Ties / 39 Feet % Defective Ties 8%

Comments: The Line is in very good condition, except that conditions through the salt yard are only fair.

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Dean Street Industrial Track Exhibit D.6 - 1 Bridges:

MP Location Comments Taunton

3.19 UG Steel Pile/Timber Stringers Scheduled for Repairs in 2018. See 2016 Inspection Report

3.44 Taunton River UG Steel Pile/Timber Stringers Scheduled for Repairs in 2018. See 2016 Inspection Report

3.55 Taunton River UG Steel Pile/Timber Stringers See 2016 Inspection Report

3.61 Summer Street OH Prestressed Concrete Plank See 2016 Inspection Report

3.72 Mill Creek UG Deck Plate Girder - Open Deck See 2016 Inspection Report

3.81 High Street OH Prestressed Concrete See 2016 Inspection Report

Above According to 2016 Bridge Inspection Report prepared by TEC Associates.

Private Grade Crossings:

MP Location Comments Taunton 3.10 South Bay Corporation Reconstructed in 2010. (d/b/a Goff Lumber Co.)

Public Grade Crossings:

MP Location Gates Signals Comments Taunton 3.16 Dean Street (Rt. 44) Yes Yes Comment 3; Note 1; HR 1

Comments: (From MCRR Timetable) 3. Rusty rail conditions may exist.

Notes: (From MCRR Timetable) 1. Highway crossing protection is interconnected with adjacent highway traffic signals

HR Notes: HR 1. Dean Street (Route 44) crossing was reconstructed in 2015 - 2016.

*MP references from MCRR Timetable.

Massachusetts Department of Transportation SE Massachusetts Rail Lines Request for Responses -- Railroad Operations Dean Street Industrial Track Exhibit D.6 - 2 Framingham Secondary Mansfield to Framingham Line Code: 4130

MP MP Purchased by MassDOT: 0.00 21.20 June 2015

Purchased From: 0.00 21.20 CSXT

MP MP MassDOT Ownership: 0.00 21.20 Mansfield (0.00) to Framingham (21.2)

MCRR Services Contract (2015): 0.00 21.20

The Framingham Secondary is operated at FRA Class I speeds (10 MPH freight and 15 MPH passenger).

Maximum Athorized Speed Freight Passenger FRA Class I 10 MPH 15 MPH

Condition of Track / ROW:

The Framingham Secondary is in the midst of a phased rehabilitation project that will eliminate many of the sub-standard conditions that existed when MassDOT acquired the Line from CSXT in 2015. Further rehabilitation work is being planned by MassDOT to raise the operating class of the Line to FRA Class II.

FRA Class I

Track: Rail Mostly 107# / Some 110# / Limited 112#, 119#, 132#, and 140# Rail Length 33 Feet & 39 Feet Steel Type Mostly OH with limited CC Gage (Inches) 56-1/2" +/- 1/4" Ballast Condition Fair to Good Condition (2017 rehab) Drainage Mostly Good / Scattered Poor

Hardware: Joints 4 Hole / Angle Bars mixed with toeless wrap-around Bolts N.A. Tie Plates 12" SSC Fastening Cut Spikes Anchors / Rail 6 to 8

Ties: Tie Type Wood Min. # Effective Ties Required 8 Ties / 39 Feet (As of 12/31/2017) Actual # Effective Ties 20 Ties / 39 Feet Following 2015 - 2017 Rehab # Defective Ties in 39 Feet 4 Ties / 39 Feet Following 2015 - 2017 Rehab % Defective Ties 17.00% Following 2015 - 2017 Rehab

Comments: Conditions above reflect expected conditions at completion of the current rehab program in December 2017.

Massachusetts Department of Transportation Framingham / Middleboro Rail Lines Request for Responses -- Railroad Operations Framingham Secondary Appendix D.7-1 Bridges:

MP Location Comments Mansfield

0.53-1 Furnace Brook UG Deck Plate Girder - Open Deck See 2016 Inspection Report

0.53-2 Furnace Brook UG Timber Stringers - Open Deck Yard Track See 2016 Inspection Report

0.53-3 Furnace Brook UG Timber Stringers - Open Deck Yard Track See 2016 Inspection Report

Foxboro

1.77 Route 95 (NB) OH Prestressed Planks See 2016 Inspection Report

1.80 Route 95 (SB) OH Prestressed Planks See 2016 Inspection Report

4.05 Crack Rock Pond UG Rail Top Culvert - Ballast Deck See 2016 Inspection Report

4.33 UG Deck Plate Girder - Open Deck See 2016 Inspection Report

5.19 Neponset River UG Deck Plate Girder - Open Deck See 2016 Inspection Report

5.29 Route 1 / Washington Street OH Prestress Beams See 2016 Inspection Report

Walpole

6.25 Cedar Swamp Brook UG Rail Top Culvert - Ballast Deck See 2016 Inspection Report

7.94 Route 1A / Main Street OH I-Beams See 2016 Inspection Report

8.46-1 West Street UG Through Plate Girder - Open Deck See 2016 Inspection Report

8.46-2 West Street UG Through Plate Girder - Open Deck Wye Track See 2016 Inspection Report

8.58 Neponset River UG Deck Plate Girder - Open Deck Wye Track See 2016 Inspection Report

8.63 Elm Street / Route 27 UG Through Plate Girder - Open Deck Wye Track See 2016 Inspection Report

8.83 Elm Street / Route 27 OH I-Beams See 2016 Inspection Report

Massachusetts Department of Transportation Framingham / Middleboro Rail Lines Request for Responses -- Railroad Operations Framingham Secondary Appendix D.7-2 Bridges:

MP Location Comments Walpole

8.95-1 Mine Brook* UG I-Beams - Open Deck See 2016 Inspection Report

8.95-2 Mine Brook* UG Deck Plate Girder - Open Deck Siding Track See 2016 Inspection Report

9.22 Mine Brook* UG Prestress Slab See 2016 Inspection Report

Medfield

11.85 Curve Street OH I-Beams See 2016 Inspection Report

12.50 Frairy Street UG Through Plate Girder - Open Deck See 2016 Inspection Report

13.76 Sawmill Brook UG I-Beams - Open Deck See 2016 Inspection Report

15.35 UG Deck Plate Girder - Open Deck See 2016 Inspection Report

Sherborn

16.56 Sewall Brook UG Rail Top Culvert - Ballast Deck See 2016 Inspection Report

19.65 Course Brook UG Rail Top Culvert - Ballast Deck See 2016 Inspection Report

Above According to 2016 Bridge Inspection Report prepared by TEC Associates. *Referred to as Mill Brook by TEC Associates

Massachusetts Department of Transportation Framingham / Middleboro Rail Lines Request for Responses -- Railroad Operations Framingham Secondary Appendix D.7-3 Private Grade Crossings:

MP Location Comments Mansfield 0.11 Mansfield Yard

Foxboro 0.50 Private Road Crossing reconstructed in 2017

Walpole 8.55 Private Crossing Walpole Yard; Reconstructed in 2017

Medfield 10.73 Private Crossing

Sherborn 17.55 Elendale Stables

18.20 Farm Road

18.65 Private Road

Framingham 19.81 Farm Road

20.75 Junk Yard

Massachusetts Department of Transportation Framingham / Middleboro Rail Lines Request for Responses -- Railroad Operations Framingham Secondary Appendix D.7-4 Public Grade Crossings:

MP Location Gates Signals Comments Foxboro 1.07 Spring Street No Yes Comment 2 1.89 Elm Street No Yes Comment 2 2.30 Leonard Street No Yes Comment 2 2.67 Cocasset Street No Yes Comment 3 2.81 Mechanic Street No Yes Comment 3 2.90 Bird Street No Yes Comment 3 3.49 Chestnut Street No Yes Comment 3 4.20 North Street No Yes Comment 2

Walpole 5.62 Summer Street No Yes Comment 2

Medfield 11.48 South Street Yes Yes Comment 2 12.37 Main Street Yes Yes Comment 2; HR 1 12.59 Cottage Street No Yes Comment 2 12.79 Dale Street No Yes Comment 2; HR 2 13.26 West Street No Yes Comment 2 13.60 W. Mill Street No Yes Comment 2 14.79 Hospital Road No Yes Comment 2; HR 1

Sherborn 15.93 Forest Street No Yes Comment 3 16.49 Goulding Street No Yes Comment 2 17.23 Farm Road No Yes Comment 2 17.70 Main Street - Washington No Yes Comment 2 18.05 Hunting Lane No Yes Comment 2 18.78 Prospect Street No Yes Comment 2

Framingham 20.34 Leland Street No Yes Comment 2; HR2 21.03 Blandin Avenue No Yes Comment 2; HR2

Comments: (From MCRR Timetable) 2. Automatic highway warning devices equipped with motion sensor. 3. Rusty rail conditions may exist. All trains must be prepared to stop until ascertaining that automatic highway signal devices are functioning properly. If not functioning properly, crew must protect crossing.

HR Notes: HR 1. Reconstructed by MassDOT Heavy Repair Program (2015 / 2016) HR 2. Reconstructed / to be Reconstructed by MassDOT Section 130 Program.

*MP references from MCRR Timetable.

Massachusetts Department of Transportation Framingham / Middleboro Rail Lines Request for Responses -- Railroad Operations Framingham Secondary Appendix D.7-5 Middleboro Subdivision Attleboro to Middleboro Line Code: Varies

MP MP Purchased by MassDOT: 0.00 18.20 December 1982

Purchased From: 0.00 18.20 Conrail

MP MP MassDOT Ownership: 0.00 18.20 MBTA Ownership: 18.20 21.10

MCRR Services Contract (2015): 0.00 21.10 +/-

The Middleboro Subdivision is operated as FRA Class II track, but is restricted to Class I in multiple locations due to deteriorated track conditions.

Maximum Authorized Speed Freight Passenger FRA Class II 25 MPH 30 MPH

Condition of Track / ROW:

The Middleboro Subdivision is in the midst of a phased rehabilitation project that will eliminate many of the sub-standard conditions that existed when CSXT turned over maintenance and compliance responsibilites to MBTA and MassDOT in 2015. MassDOT expects that the Line will meet FRA Class II conditions (track and operating) following completion of the current rehabilitation phase in December 2017.

FRA Class II

Track: Rail 107# (Jointed) 6.5 Miles / 115# (CWR) 14.6 Miles Rail Length 33 Feet & 39 Feet (Jointed) Steel Type OH (Jointed) / CC (CWR) Gage (Inches) 56-1/2" +/- 1/8" Ballast Condition Good Condition Drainage Good Condition

Hardware: Joints 4 Hole / Angle Bars with mixed toeless and wrap-around Bolts Good Condition - 2017 Rehab Tie Plates 12" SSC (Jointed) / 14" DSC (CWR) Fastening Cut Spikes Anchors / Rail 6 to 8 (Jointed) / 22 (CWR)

Ties: Tie Type Wood Min. # Effective Ties Required 8 Ties / 39 Feet Actual # Effective Ties 20 Ties / 39 Feet # Defective Ties in 39 Feet 4 Ties / 39 Feet % Defective Ties 17.00%

Comments: Conditions above reflect expected conditions at completion of the current rehab program in December 2017.

Massachusetts Department of Transportation Middleboro Subdivision Framingham / Middleboro Rail Lines Request for Responses -- Railroad Operations Appendix D.8-1 Bridges:

MP Location Comments Attleboro

0.32 Pleasant Street / Route 123 UG Through Plate Girder - Ballast Deck See 2016 Inspection Report

0.60 Forest Street UG Through Plate Girder - Open Deck See 2016 Inspection Report

1.90 Pike Street OH Prestress Concrete Plank See 2016 Inspection Report

2.43 Bear Brook (Chartley Pond) UG I-Beams - Open Deck See 2016 Inspection Report

Norton

4.75 Bear Brook (Wading River)* UG Deck Plate Girder - Open Deck See 2016 Inspection Report

6.64 Taunton Avenue / Route 140 OH Prestress Concrete Plank See 2016 Inspection Report

6.69 Meadow Brook UG Twin Concrete Pipes See 2016 Inspection Report

6.84 UG Deck Plate Girder - Ballast Deck See 2016 Inspection Report

Taunton

11.80 Taunton River UG Through Plate Girder / Deck Girder See 2016 Inspection Report

12.00 Brick Yard Road (Abandoned) UG I-Beams - Open Deck See 2016 Inspection Report

14.29 Route 24 OH Reinforced Concrete Box See 2016 Inspection Report

14.42 UG I-Beams - Open Deck Replacement Programmed for 2017 See 2016 Inspection Report

14.88 Stevens Street OH Prestressed Concrete Plank See 2016 Inspection Report

15.95 Richmond Stream / Taunton River UG Timber Pile Trestle Replacement in 2017 See 2016 Inspection Report

Raynham

16.95 Church Street / N. Precinct Street OH Prestressed Concrete Plank See 2016 Inspection Report

17.15 Stream UG Double Stone Box See 2016 Inspection Report

Massachusetts Department of Transportation Middleboro Subdivision Framingham / Middleboro Rail Lines Request for Responses -- Railroad Operations Appendix D.8-2 Bridges:

MP Location Comments Taunton

17.80 Middleboro Avenue OH I-Beams and Concrete Deck See 2016 Inspection Report

Lakeville

19.56 Bedford Street / Route 18** OH I-Beams and Concrete Deck See 2016 Inspection Report

Middleboro

20.82 Route 495 OH I-Beams and Concrete Deck See 2016 Inspection Report

Above According to 2016 Bridge Inspection Report prepared by TEC Associates. * Referred to as Goose Brook by TEC Associates ** TEC Associates Report incorrectly locates Bedford Street in Middleboro.

Massachusetts Department of Transportation Middleboro Subdivision Framingham / Middleboro Rail Lines Request for Responses -- Railroad Operations Appendix D.8-3 Private Grade Crossings:

MP Location Comments Taunton 16.37 Farm Road Will be reconstructed in 2017

16.68 Farm Road Will be reconstructed in 2017

Public Grade Crossings:

MP Location Gates Signals Comments Norton 2.83 Union Road No Yes Comment 2 3.38 John Scott Boulevard Yes Yes Comment 2 4.25 S. Worcester Street No Yes Comment 2 5.87 Woodward Street Yes Yes Comment 2

Taunton 7.16 Harvey Street No Yes Comment 2 7.81 S. Crane Avenue No Yes Comment 2 8.60 Fremont Street No Yes Comment 2 9.40 West Britannia Street No Yes Comment 2 9.77 Danforth Street Yes Yes Comment 2 10.20 Tremont Street Yes Yes Comment 2 10.47 Oak Street Yes Yes Comment 2; HR 1 10.65 Porter Street Yes Yes Comment 2; HR 2 10.75 Cohannet Street Yes Yes Comment 2; HR 2 10.84 Winthrop Street Yes Yes Comment 2; HR 2 10.97 Harrison Avenue Yes Yes Comment 2 11.11 Somerset Avenue Yes Yes Comment 2; HR 2 11.25 Weir Street Yes Yes Comment 2 11.67 Ingell Street Yes Yes Comment 2; HR 1 12.17 Hart Street Yes Yes Comment 2 14.07 County Road (Route 140) Yes Yes Comment 3; HR 3 15.05 Middleboro Avenue No Yes Comment 3 15.72 Old Colony Avenue No Yes Comment 3

Lakeville 18.05 North Precinct Street No Yes Comment 2; HR 2 18.78 Leonard Street No Yes Comment 3

Comments: (From MCRR Timetable) 2. Automatic highway warning devices equipped with motion sensor. 3. Rusty rail conditions may exist. All trains must be prepared to stop until ascertaining that automatic highway signal devices are functioning properly. If not functioning properly, crew must protect crossing.

HR Notes: HR 1. To be reconstructed by MassDOT Heavy Repair Program HR 2. Reconstructed / to be Reconstructed by MassDOT Section 130 Program. HR 3. Reconstructed by MassHighway

*MP references from MCRR Timetable

Massachusetts Department of Transportation Middleboro Subdivision Framingham / Middleboro Rail Lines Request for Responses -- Railroad Operations Appendix D.8-4