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OFFICE OF BRIDGE DEVELOPMENT BRIDGE INVENTORY BRIDGE NO. 0207000 THE UNITED STATES NAVAL ACADEMY BRIDGE MARYLAND 450 OVER THE SEVERN RIVER ANNE ARUNDEL COUNTY 1996 BIENNIAL AWARD - EXCELLENCE IN HIGHWAY DESIGN - USDOT - FHWA MARYLAND SECTION - AMERICAN SOCIETY OF CIVIL ENGINEERS - OUTSTANDING CIVIL ENGINEERING ACHIEVEMENT 1995 NATIONAL STEEL BRIDGE ALLIANCE AWARD /AMERICAN INSTITUTE OF STEEL CONSTRUCTION - MEDIUM SPAN CATEGORY 1996 AMERICAN CONSULTING ENGINEERS COUNCIL AWARD PRESIDENTIAL DESIGN AWARD - FEDERAL DESIGN ACHIEVEMENT AWARD NATIONAL QUALITY INITIATIVE ACHIEVEMENT AWARD - 1997 NATIONAL FINALIST Maryland Department of Transportation CONSULTING ENGINEERS COUNCIL OF MARYLAND - AWARD OF MERIT STATE HIGHWAY ADMINISTRATION REV. 7/99 NOTES AND DEHNITIONS mtmm DEnNmON FO« A BHDGE: ANY STRUCTUU (BIUDGC , lOX CULVERT, BATTERY OF PIPES) THAT HAS A LENGTH CREATES THAN 20 FEET MEASURfD ALONG THE CENTERUNE OF HIGHWAY. ACCMT Aipttah Coatmi Corrugcriml M^ol Pip* AC AJuminwm Gird«f DEFINTnON OF SINGLE SINGLE STRUCTURE: ANY BRIDGE WHICH CARRIES A SINGLE ROADWAY OR DUAL ROADWAY ON WHICH •A Bride Arrh AND DUAL STRUCTURES: THE MEDIAN AREA IS CLOSED, SHALL BE CONSIDERED A SINGLE BRIDGE. A LONCTTUDINAL JOINT (2" OR LESS) IN THE MEDIAN BARRIER, OR MEDIAN AREA K vOX Cunwrt DOCS NOT CONSTITUTE A LARGE ENOUGH OPENING TO IDENTIFY THE STRUCTURE AS DUAL BRIDGES. •G iox Gtrd«- DUAL STRUCTURES: ANY STRUCTURE NOT MEETING THE CRTTERIA FOR A SINGLE BRIDGE IS TO BE (C) Qo9*d Strvctur^ CONSIDERED A DUAL STRUCTURE AND SHALL BE CONSIDERED TWO BRIDGES. CA Coocrvto ATQI ca CoocFsto B#oin CHART DEFINITION: A CONTRACT HAS NOT BEEN ACCEPTED FOR MAINTENANCE AND PLACED IN THE INVENTORY SYSTEM WHEN C3G CM KJ ••• Box Gird*r INFORMATION FOR THE DESIGN LOAD, YEAR BUILT, TYPE AND SPAN, AND ROADWAY HAVE BEEN LEFT BLANK. CG CcMMJ'vfa On o*i' WHENEVER APPEARS IN A COLUMN, IT INDICATES THAT THERE IS NO INFORMATION CorrvQatad Metal rip# AVAILABLE FOR THAT COLUMN. Concr»N Slab DoubU LMf Bcncul* WHENEVER THE WORD 'STANDARD' APPEARS IN A DESIGN LOAD COLUMN, IT INDICATES THAT THE STRUCTURE IS OLD AND WAS BUILT USING THE STANDARD DESIGN FOR THAT YEAR. DT Dock Tnns Encosod Stool Boom WHEREVER THE LETTERS "%', 'C, OR "HLL' APPEAR. S DENOTES SIMPLE TYPE SPAN, C DENOTES Muhipkrto MotalArch CONTINUOUS TYPE SPAN, AND HLL DENOTES DEPTH OF COVER ON BOX CULVERT OR PIPES. m Posiod Strvctur* SK DENOTES THAT THE BRIDGE IS ON A SKEWED ANGLE. M Kpo Arch rioAlionod Concrota nc WHEREVER YES APPEARS IN THE NHS COLUMN, IT DENOTES A BRIDGE ON THE NATIONAL HIGHWAY SYSTEM. rsr Pony Stool Tniss UCCP Roinforcoa Comont Concroto Ptpo •F RIQIO Frafno SA Stan* Arch NOTE: S«**iBax Gird*r NUMBERS I THRU 23 ARE ASSIGNED TO THE 23 COUNTIES OF THE STATE. NUMBER 24 HAS BEEN ASSIGNED TO BALTIMORE CITY. NUMBER 24 IS NOT SHOWN IN THIS INVENTORY BOOK. NUMBERS 25 THRU 30 HAVE BEEN ASSIGNED TO DIFFERENT ROUTES OF THE MD. TRANSPORTATION AUTHORITY. SG St**IGird*r su Singi* Laaf Boicul* SPfA Strndural Plot* Pip* Arch STA SlMlAnh SW Swing T Timb*f TSC Thru St**IGinl*r TST Thru St**i Trim VM TimD*f Whorf VS VokM Slab STATE HIGHWAY ADMINISTRATION-OFFICE OF BRIDGE DEVELOPMENT REV. STATE OF MARYLAND 7/99 STATE ROUTES WITH BRIDGE WEIGHT RESTRICTIONS SM6UUMI 0—— SNCUUMT COMMMWN C10S3NG WDii NO. nun NO. OKSSWG ma NO. (OUTENO. VBKlf VHOE vnoi VMOI *1UC«HT CO. HMKMS CO. 0117400 MO. 633 WESTERN MO. SCENIC RAILROAD 30.0OO 3O.O0O 01016 00 M0. 935 GEORGES CREEK 8.000 8,000 0102100 OLD MO. 36 A8AN0ONE0 MINE RAILROAD CLOSED 0106400 SCENIC U.S. 40 SIDELING HILL CREEK 30.0O0 30.000 0107900 OP 347 JENNWCS RUN 20.000 20.000 i-C-02 US 40 ALT CSX TRANS 48.000 8O.O00 HOWMD CO. am co. ANNE MUNMl CO. 0205200 MD. 179 MILL CREEK 60.000 • 50.000 MOMrsoMtr co. 1S006X0 MO. 97 BR. OF HAWLINCS RIVER 60.0O0* SO.OOO 1501900 MO. IIS CSX TRANS 30. OOO 80.000 1503500 MO. 196 PAINT BRANCH CLOSED 1507000 MO. 109 BR. LITTLE MONOCACY 58.000 • 80.000 1509900 MO. 103 LITTLE BENNETT CREEK 58.000 • 66. OOO •ALTMOa CO. 0306900 MO. 128 MCGILL RUN SO.OOO • 62.0O0 03O7100 MO. 128 WESTERN MO. RAILWAY S5.0OO 5S.000 naNCE ccoicfs co. 0317400 PUTTY «.!. TO. 1-695 52.0OO SO. 000 1601700 MO. 450 PENN CENTRAL R.R. 30.000 30.000 SO.OOO 032280O P1T4PSC0 STATE PARK 1-70 60.000 SO. 000 1604800 MO. 978 COLLINCTON BRANCH 56. OOO • 03344X0 MO. a SLACK ROCK RUN 52.0O0 SO. 000 16109OO MO. 717 WESTERN BRANCH 58.000 * 68.000 0336500 PENMSULA EXPRESSHAT BEAR CREEK 46.000 SO.OOO OaVBTT CO. QUON ANNFS CO. 0401100 MO. 261 FISHING CREEK 50.000 • 6O.O00 1703400 MO. 405 GERMAN BRANCH 58. OOO • 80.000 04019X0 MO. 262 CHEW CREEK 58.0OO » 80.000 STMATTS CO. 1802000 MO. 242 ST. CLEMENTS CREEK 52.000 • SO.OOO CMOUNI CO. 0501300 ADJACENT TO MO 331 HUNTING CREEK CLOSED 0503OO0 MO. 315 MARSHYMOPE CREEK 20.0OO 20.000 SOMBBET CO. OUKXi CO. 0601600 MO. 84 MEADOW BRANCH 58.000 • 70.000 0601800 MO. 86 BR. OF GUNPOWDER FALLS 56.000 • so.ooo TAUOT CO. 62.000 • 80.000 0601900 MD. 86 GUNPOWDER FALLS 56.000 • so.ooo 20020X0 MO. 303 BR. OF TUCKAHOE CREEK 0602500 MO. 832 BIG PIPE CREEK 62.000 • SO.OOO WASMNCTON CO. 2102300 MO. 56 LITTLE CONOCOCHEAGUE CREEK 24. OOO 24.000 2103800 MD. 68 ANTIETAM CREEK 27. OOO 27.000 27. OOO CKll CO. 2103900 MO. 68 BEAVER CREEK 27. OOO 0705700 MO. 591 OCTARARO CREEK CLOSED CHAHfS CO. WKOMKO CO. 60. OOO • 30.000 0801500 MD. 6 NANJEMOY CREEK 62.000 » so. ooo 2200400 U.S. BUS. 13 EAST BRANCH OF W1C0MIC0 RIVER 62. OOO • 80.000 0801900 MO. 224 BR. OF THOMAS CUT 58.000 » so.ooo 2201900 MD. 354 AOKINS POND 52.000 • SO.OOO 0802000 MO. 224 THOMAS CUT 58.000 • SO.OOO 2202000 MD. 354 AOKINS POND 22029X0 MD. 54 MOCKINGBIRD CREEK 58. OOO » SO.OOO DOKHBnt CO. SO.OOO • 60.000 0900800 MO. 795 CAMBRIDGE CREEK 58.000 » SO. 000 2300400 MO. 675 POCOMOKE RIVER 2301300 MO. 367 BUNTINGS BRANCH 60. OOO • 80.000 immcK co. 1003804 MD. 144 WB MONOCACY RIVER CLOSED 1004800 MO. 76 WESTERN MD. R.R. 20.000 20.000 10053X0 MO. 75 BEAVER DAM CREEK 56.0OO • 80.000 1005700 MD. 351 BALLENGER CREEK 54.000 • 80.000 1016200 0U1NN RO. LONG BRANCH 48.000 • 80.000 1017600 MO. 17 CATOCTIN CREEK 52.000 • 68.000 GMnOTTCO. 1100800 LITTLE SAVAGE RD. SAVAGE RIVER 30.000 30. OOO • MHOTB rrrt 3 vmoi • » THIS a NOTOASSmO ASA MKMi (IBS THAN M FBT M UN8TH) STATE HIGHWAY ADMINISTRATION-OFFICE OF BRIDGE DEVELOPMENT REV. 7/99 • STATE OF MARYLAND TABULATION OF BRIDGES ON STATE ROUTES WITH VERTICAL CLEARANCES LESS THAN 14 FEET 6 INCHES MMOMM VBTKU (OUTI NO. tXXM* mod no. OiAMNQ Muaurr co. 0I0470Q Ud 5. Town CreeK 14--0- 0:04000 US 220 Md !35 i Potomac River at Keyser l^-O" Ud 36 CSX TRANS, over at Frostburg 10'-4- MO 831A WMSRR over at Narrows M'-J" Md 51 CSX TRANS, over ot Paw Paw 13--4- 0200100 1-695 Pataosco River i Hcmmonas Ferry Road I3--6- 0202001/0202002 MC 295 Hanover Roca under 14--01 ULvmom. co. 0306401/0306402 1-83 nmonlum Road under I4--4- 0313100 1-695 R4MP 'H- 1-695 RAMP 'J' 14'-41 0313500 SECURITY BLVD. 1-695 RAMP •?• I4--4- 0314000 1-695 Miiford Mill Road unaer 14--0- 0314900 1-695 Greensorinq Avenue under I4--I- Ud 700 SB AMTRAK over i3--ir Ud 140 western Mc. Rwy. over 13'-I0- oat co. Ud 7 AMTRAK over 13--0- Ud 7 CSX TRANS, over 13'-0- Ud 7 AMTRAK over I2--0- Ud 269 Conrait (abandoned) over il'-O' FKOetKX CO. 1008500 Ud 355 Monocacy River •H'-O* Ud 75 CSX TRANS, over ir-s- HOWMD CO. 303400 US 40 Forest Rood under \y-o- 1303500 US l Race TracK Road under I3--6- MONTCOMBrr CO. 1504300 1-270 Great Seneca Cr i Come Preserve Rood \y-o- 150T800 US 29 CSX TRANS, over \A--0- 1509000 Md 191 CSX TRANS, over • I4--3- 1510400 1-495 UacArthur Blvd & GWMP under M'-O1 1510900 1-495 RdmD K over Cabin Jonn Parkway NB ir-y '514300 1-495 NW Ramo over MacArthur 81 vG M'-O4 Md 117 CSX TRANS, over at Boyds 12'-0- Md 117 CSX TRANS, over at BucKlodge 13--0- Ud 109 CSX TRANS, over ot Bornesvllle 13--0' rtma cfoxcts co. 1510801/1610802 Md 4 Rdce Track Rood under I4--0- Tuat co. 2000100 Md 33 Knaoos Narrows • 10--8- Ud 303 MDDE Railroad over ir-e- WASHINGTON CO. 2109403 1-70 EB Licking Creek 1 Md 907 under I3--6- mcowco co. 2202600 US 50 US 13 over l4'-4' 2202700 US 50 Pennsylvania Railroad over 14--V 2302200 Md 90 Ocean Parkway 10--o- • Clearance at Kneebrace - Full width of rooaway restricted Note I: For exoct location of structure see pertinent county map. Note 2: Harper Tunnel Clearonce-14' Maximum Allowable Heigtit of Venicle and Load 13'. Note 3: The vertical clearance limitations shown on this sheet are not guoronteed. Due to resurfocing of highways etc. these are subject to change and may be greater of certain positions under a structure. If dimensions ore to be used to determine routes for exact movement, field measurements will be necessary. STATE HIGHWAY ADMINISTRATION-OFFSCE OF BRIDGE DEVELOPMENT REV. 7/99 PlF^WimPdi ®/hT/h BRIDGE ROUTE TYPE OF PHONE CLEARANCE OPENINGS NAME OVER DRAWSPAN NO.
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    THE PATAPSCO REGIONAL GREENWAY THE PATAPSCO REGIONAL GREENWAY ACKNOWLEDGEMENTS While the Patapsco Regional Greenway Concept Plan and Implementation Matrix is largely a community effort, the following individuals should be recognized for their input and contribution. Mary Catherine Cochran, Patapsco Heritage Greenway Dan Hudson, Maryland Department of Natural Resources Rob Dyke, Maryland Park Service Joe Vogelpohl, Maryland Park Service Eric Crawford, Friends of Patapsco Valley State Park and Mid-Atlantic Off-Road Enthusiasts (MORE) Ed Dixon, MORE Chris Eatough, Howard County Office of Transportation Tim Schneid, Baltimore Gas & Electric Pat McDougall, Baltimore County Recreation & Parks Molly Gallant, Baltimore City Recreation & Parks Nokomis Ford, Carroll County Department of Planning The Patapsco Regional Greenway 2 THE PATAPSCO REGIONAL GREENWAY TABLE OF CONTENTS 1 INTRODUCTION .................................................4 2 BENEFITS OF WALKING AND BICYCLING ...............14 3 EXISTING PLANS ...............................................18 4 TREATMENTS TOOLKIT .......................................22 5 GREENWAY MAPS .............................................26 6 IMPLEMENTATION MATRIX .................................88 7 FUNDING SOURCES ...........................................148 8 CONCLUSION ....................................................152 APPENDICES ........................................................154 Appendix A: Community Feedback .......................................155 Appendix B: Survey