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Home My WebLink AboutCounty Bridge Book Part IrëlgeLmCOWITBRIDSNOTowNSHIPROUTEWATERWAYWEIGHTLIMIT2GreeneT5201mtNoConococheagueGreekUnderconstrRoute3071178LegalLimit3GreeneT5l905miwloConococheagueÖreekRoute997LegalLimit4GreeneT52825miNoConococheagueCreek12TonsChambersburgonSycamoreGroveRd5GreeneT52915miNoConococheagueCreekLegalLimitChambersburg6GuilfordT5l91mtEoFallingSpringCreekLegalLimitChambersburg7GreeneT5l61mtNoConococheagueCreekLegalLimitFayettevilleon8ColdSpringRdGreeneT5231mtNoColdSpringRunLegalLimitRoute30onBrookensRd9GreeneT5l61miNoColdSpringRunLegalLimitFayettevilleonColdSpringRd12GuilfordT544BehindFallingSpringCreek8TonsGuilfordHillsSouthonBriarLane13GuilfordT486DownstreamFallingSpringCreekLegalLimitfromFreysDairyonSpringDrive14GuilfordT5l5atAquaSmallSpringLegalLimitonGarmanDrive15GuilfordT5151misloFallingSpringCreekLegalLimitRoute30onGarmanDrive16GuilfordFranklinFarmsLnFallingSpringBranchLega1Limit017GuilfordT50705miSloConococheagueCreek8TonsFayettevilleBranch 01922232425262929A32333435036TÖWNSiiIPGuilfordGuilfordHamiltonGuilfordHamiltonGuilfordHamiltonGuilfordHamiltonGuilfordHamiltonStTIl0masHamiltonStTIlomasHamiltonStTIlomasHamiltonHamiltonStThomasStThomasStThomasStThomasStThomasROUTET50801miSloFayettevilleT5l405miEloChambersburgonQuarryRdWATERWAYConococheagueCreekBranchFallingSpringCreekT456T48115ConococheagueCreekmisloChambersburgonHollywellRdT4562miSloChambersburgT45635misloChambersburgT4551miNwofMarionT46705misloRoute30onLeafmoreRdT458vicinityofTwinBridgesT533vicinityofTwinBridgesT4642miNEofEdenvilleT5392miNwofChambersburgT4597miNoWilliamsononGrapeVineyardRdT45805miNoCashtownonJackRoadT4711miwloStThomasonCampbellRunRdT42l2mtSloStThomasonGehrRoadT4191miNoWilliamsononConococheagueCreekConococheagueCreekConococheagueCreekBackCreekDennisCreekBackCreekDennisCreekRockySpringnonameBackCreekCampbellRunCampbellRunTributarytoBackCreekPage2WEIGHTLIMIT8Tons8TonsLegalLimitLegalLimit10TonsLegalLimitLegalLimitLegalLimitLegalLimit10TonsLegalLimit10TonsLegalLimitLegalLimitLegalLimitLegalLimit page j NO TQfflSHIJ ROtJTE WATERWAY WEIGHT LIMIT 37 St Thomas T420 15 mi slo Campbell Run 10 Tons St Thomas on Keller Road 38 St Thomas T428 35 mi So Tributary to 10 Tons Route 30 on Back Creek Barnes Road 39 St Thomas T458 1 mi slo Tributary to Legal Limit Route 30 on Back Creek Hade Road 40 St Thomas T467 1 mi So Tributary to Legal Limit Route 30 on Back Creek Racetrack Rd 42 St Thomas T458 vicinity Wilson Run Legal Limit of Twin Bridges 43 St Thomas T462 10 mi No Wilson Run 10 Tons Carlton Heights 44 St Thomas T478 1 mi Elo Wilson Run Legal Limit Edenville on 45 Wenger Road St Thomas T464 1 mi Eo Wilson Run Legal Limit E denvil Ie 46 St Thomas T474 05 mi SE Wilson Run 8 Tons of Edenville on Community Center Rd 48 Letterkenny LR28093 3 mi wlo Conodoquinet Creek Legal Limit Upper Strasburg 49 Letterkenny T598 10 mi So Keasey Run Legal Lind t Pleasant Hall on mron Bridge Rd 49A Letterkenny T540 Behind Tributary to 3 Tons Kensington Heights Rocky Spring Creek 50 Letterkenny T603 2 mi SElo Muddy Run Legal Limit Pleasant Hall on Lime Kiln Road 51 LetterkennyLllrgan T635 1 mi No Conocoquinet Creek Legal Limit Pleasant Hall on Park Road 53 Letterkenny T588 25 mi So Run 10 Tons Roxbury Page 4 TÖWNSHIP ROUTE WATERWAY WEIGHT LIMIT Fannett T572 SEo Conococheague Creek 12 Tons Amberson 55 Fannett T568 225 mi slo Dry Run Legal Limit Dry Run on Dry Run Road 55A Fannett T568 Just SElo Dry Run Legal Limi t Route 75 56 Fannett T572 15 mi SWo Conococheague Creek Legal Limit Amberson on Mill Road 57 Fannett T575 3 mi SWo Conococheague Creek Legal Limit Amberson on New Bridge Road 58 Fannett T569 05 mi SElo Dry Run Legal Limit Spring Run 59 Fannett T583 1 mi NWo Doylesburg Run Legal Limit Doylesburg 60 Southampton T604 1 mi So Muddy Run Legal Limit Orrstown 62 Lurgan TG33 1 mi NWo Conodoquinet Tributary Legal Limit Orrstown on Ebenezer Road 63 SouthamptonLurgan T628 08 mi No Conodoquinet Creek Legal Limit Orrstown 65 Lurgan T646 1 mi Elo Paxton Run Under constr Mowersville 71978 Legal Limit 66 LurganSouthampton T642 15 mi Elo Conodoquinet Creek 8 Tons Mowersville on Burn t Mill Road 68 Lurgan T644 12 mi No Laughlin Run Lega1 Limit Mowersville on FranklinCumb Co Line 74 Quincy T399 05 mi slo Little Antietam Creek 10 Tons 075 Mont Alto on StanlY Hill Road Quincy T397 1 25 mi slo Little Antietam Creek 8 Tons Mont Alto on NÖ7608890105777878B80828484A91939498101104TÖwNSHÏPQuincyQuincyQuincyQuincyAntrimPetersAntrimAntrimAntrimAntrimPetersWashingtonWashingtonWashingtonWashingtonPetersPetersPetersMontgomeryWarrenRÖUTEWATERWAYT39l225misloLittleAntietamCreekMontAltoonHessBenedictRoadT383atQuincyOrphanageRoadT387attheNunneryT387attheNunneryT4293miNoUptononPattonRdT67607misIcJohnstonLittleAntietamCreekLittleAntietamCreekLittleAntietamCreekConococheagueCreekSmallRunT43715miswloMuddyRunBrownsMillT437justwloRoute11MuddyRunT340T3424miConococheagueCreekNWoGreencastleT36315miSloWaynesboroonLyonsRoadT36315miSoWaynesboroonLyonsRoadT3651miSoWaynesboroT36505miSloWaynesboroT3332miEoMercersburgT40525miNoMercersburgLittleAntietamCreekLittleAntietamCreekLittleAntietamCreekLittleAntietamCreekConococheagueCreekBuckRunT333125miEloSteigersRunMercersburgT304atSylvanLittleCoveCreeklageWEIGHTLIMIT8Tons8Tons15Tons15Tons3TonsLegalLimit10Tons10TonsLegalLimit3TonsLegalLimitLegalLimitLega1LimitLega1LimitLega1LimitLegalLimitLega1Limit tagebTOWNSHIPROUTEWATERWAYWEIGHTLIMITWarrenT68515miNoLittleCoveCreekLega1LimitSylvan112MetalT5602miSoConococheagueCreekLegalLimitWillowHillonCreekRoad113MetalT5601misoConococheagueCreekLegalLimitWillowHillonCreekRoad115MetalT5621miNEoConococheagueCreek10TonsWillowHillonHillRoad116MetalLR28093025miConococheagueCreekLegalLimitEloFannettsburgbackwaterofFannettsburgDam118MontgomeryT3075misloLickingCreekLega1LimitMercersburg119MontgomeryT3112miSEoConococheagueCreekLega1Limit0120UptonMontgomeryT3285miSEloLickingCreek3TonsMercersburg121MontgomeryT3304miSEloConococheagueCreek10TonsMercersþurgHeiseys122MontgomeryT3l35misoLickingCreek10TonsMercersburg123MontgomeryT3l35misloTributaryofLegalLimitMercersburgLickingCreek124MontgomeryT3075misloLickingCreekLega1LimitMercersburg125MontgomeryT33415miEoConococheagueCreekLegalLimitWelshRun126MontgomeryT3111miSEoTributaryofUnderconstrClaylickLickingCreek7978Lega1Limit0128MontgomeryT328T331ConococheagueCreek10Tons4miSEoMercers1iurg Page7TOWNSHIPRÖUTEWATERWAYWEIGHTLIMITChambersburgWestKingStreetFallingSpringCreekLega1LimitBorough131ChambersburgWestKingStreetConococheagueCreekLega1LimitBorough132ChambersburgCommerceStreetConococheagueCreekLega1LimitBorough133LurganT644Mowersvi1lePaxtonRun2TonsonMowersvilleRd134SouthamptonT6021misloRoweRun4TonsOrrstownLegalLimitAccordingtoVehicleCode0 tíiJUL2619ìCOMMONWEALTHOFPENNSYLVANIAVEmCLECODETitle75PennsylvaniaConsolidatedStatutesEnactedbyActofJune171976PL162No81éCOMPLIMENTSOFRHARRYBITTLEJjMEMBERHOUSEOFREPRESENTATIVESCOMMONWEALTHOFPENNSYLVANIA1976 I754941VEHICIÆCHARACTERISTICSPacSSUBCHAPTERCMAXIMUMWEIGHTSOFVEHICLESSee49414942494349444945494649474948MaximumgrossweightofvehiclesRegisteredgrossweightMaximumaxleweightofvehiclesMaximumwheelloadPenaltiesforexceedingmaximumweightsImpoundmentofvehiclesfornonpaymentofoverweightfinesDispositionofimpoundedvehiclesandloadsMaximumweightandseatingcapacityofbusesCrossReferencesSobchaplerCisreferredtoinseetions49614982ofthistitle4941MaximumgrossweightofvehiclesaGeneralruleNovehicleorcombinationshallwhenoperateduponahighwayhaveagrossweightexceeding73280poundsbCombinationofvehiclesNocombinationshaHwhenoperateduponahighwayhaveagrossweightexceedingthefollowingMaximumGrossWeightTnPoundsCombinationofVehiclesTwoaxletrucktractorsingleaxlesemitrailer50000Twoaxletrucktractortwoaxlesemitrailer60000Threeaxletrucktractorsingleaxlesemitrailer60000Twoaxletrucktwoaxletrailer62000CrossReferencesSection4941isreferredtomseltions49454961ofthistitlc4942RegisteredgrossweightaSinglevehiclelimitsNovehicleregisteredasatruckacombinationoratrailershallbeoperatedwithagrossweightinexcessofitsregisteredgrossweightbTrucktowingtrailerNovehicleregisteredasatruckshallbeoperatedwithagrossweightexclusiveofanytrailerbeingtowedinexcessofitsregisteredgrossweightasatruckcCombinationNocombinationcontainingatrailerhavingaregisteredgrossweightinexcessof10000poundsshallbeoperatedwithagrossweightinexcessoftheregisteredgrossweightofthetruckortrucktractorforacombinationeroReferencesSection4942isreferredtoinsection4945ofthistille4943MaximumaxleweightofvehiclesaGeneralruleNomotorvehicleorcombinationshallwhenoperateduponahighwayhaveaweightuponeachoftwoadjacentaxlesinexcessofthefollowing496JJJCh49SIZEWEIGHTANDLOAD754945JMaximumAxleWeightinPoundsUponIftheCentertoCenterDistanceBetweenTwoAdjacentAxlcsisOneofTwoAdjacentAxlesOtherofTwoAdjacentAxlesUnder6feet18000180006to8feet1800022400Over8feet2240022400bLocationoffrontaxleofsemitrailerNosemitraileroriginallyinthisCommonwealthonorafterSeptemberI1973andhavingtwoormoreaxlesshallbeoperateduponahighwayunlesstheforemostaxleofthesemitrailerisatleast12feetfromtherearmostaxleofthetowingvehicleCrossReferencesSection4943isreferredtoinsection4945ofthistitle4944MaximumwheelloadNomotorvehicleorcombinationshallwhenoperateduponahighwayhaveaweightuponanyonewheelinexcessof800poundsforeachnominalinchofwidthonthewheelCrossReferencesSection4944isreferredtoinsection4945ofthistitle4945PenaltiesforexceedingmaximumweightsaGrossweightviolationsAnypersonoperatingavehicleorcombinationuponahighwayexceedingthemaximumgrossweightallowedbysection4941relatingtomaximumgrossweightofvehiclesortheregisteredgrossweightallowedbysection4942relatingtoregisteredgrossweightwhicheverislessisguiltyofasummaryoffenseandshalluponconvictionbesentencedtopayafineof75plus75foreach500poundsorpartthereofinexcessof3000poundsoverthemaximumorregisteredgrossweightallowedflhegrossweightofanyvehicleorcombinationexceeds73280poundsthefineshallbedoubletheamountforotherweightviolationsbAxleweightviolationSubjecttotheprovisionsofsection4982crelatingtoreducingorreadjustingloadsofvehiclesanypersonoperatingavehicleorcombinationwithaweightonanaxleorpairofaxlesexceedingthemaximumaxleweightsallowedbysection4943relatingtomaximumaxleweightofvehiclesisguiltyofasummaryoffenseandshalluponconvictionbesentencedtopayafineof100plus100foreachSODpoundsorpartthereofinexcessof2000poundsoverthemaximumaxleweightallowedeWheelweightviolationAnypersonoperatingavehicleorcombinationuponahighwayexceedingthemaximumwheelweightallowedbysection4944relatingtomaximumwheelloadisguiltyofasummaryoffenseandshalluponconvictionbesentencedtopayafineofIOOplus100foreach20Dpoundsorpartthereofinexcessof200poundsoverthemaximumwheelweightalloweddConcurrentviolationsInanycaseinwhichthereareconcurrent497 754945VEHICLECHARACTERISTICSPaCSviolationsofmorethaoneofthesectionsorsubsectionsofthissubchapterjreseribingmaximumvejhbtheonlypcmltyimposedshallheforviolationofthatsectionorsubseetiowhichproducesthegreatestfineCrRdereesot14q5isreffodtoinslOn494hofthistitle4946ImpoundmentofvehiclesfornonpaymentofoverweightfinesaGeneralruleUponimpositionofanyfineandeostsofprosecutionimposedpursuanttosection4945relatingtopcnalticsforexceedingmaximumweightsthedrivershaHheallowed24hourstoobtainthefundsandpaythefineandcostsofproscutionduringwhichtimethevehicleorcombinationshallhercndereòtemporariiyinoperativebysuchpoliceofficerastheissuingauthorityshalldesignateOndefaultofpaynentwithinthe24hourperiodtheissuingauthorityshallimpoundthevehicleorcombinationandorderapoliceofficcrtoscizethemhStmaUponimpoundmenttheissuingauthorityshallforthwithnotifythesheriffofthecountyinwhichtheviolationoccurredwhoshallstoretheimpoundedvehicleorcombinationcNoticeofimpoundmentThesheriffshallgiveimmediatenoticebythemostexpeditiollsmeansandbyeertifiedmailreturnreceiptrequestedoftheimpoundmentandlocationofthevehicleorcombinationtotheownerofthcvehiclcorcombinationandtotheowneroftheloadifthenamesandaddressesoftheownerareknownorcanbeascertainedbythesheriffdCostsThepoliceofficersandsheriffscostsreasonablestoragecostsandallotherreasonablecostsincidenttoseizureandimpoundingundersubsectionsaandbshallherecoverableinadditiontocostsofprosecutton4947DispositionofimpoundedvehiclesandloadsaRilhtsofownerofloadThetitletotheloadonanimpoundedvehicleorcombinationremainsintheownerwhomayrepossesstheloadatanytimeuponpresentationofproofofownershiptothesheriffIftheloadspoilsduringimpoundmentthelossshallbeontheownersubjecttoanyrightofrecoveryofdamagesthattheownermayhaveagainsttheownerofthevehicleorcombinationoragainstanyotherpartyandthecostsofdispositionoftheloadshallberecoverableinadditiontothecostsofprosecutionbSaleofunclaimedchideorloadncaseanyimpoundedvehicleorcoIIIhinationISunredccmedIitkloadisullliairnedloraperiodof60daysafternoticeofimpollndmelltisgivenitshallbesoldatapublicsalebythesheriffupmorderoftheissuingauthorityandaftertendaysnoticeofsaletotheownerslienholdersorsecuredpartiesofthechicleorloadexecptthatifthcsheritldeterrnineittohenecessarytopreservetheirvaluegoodswhichrnaspoilmaybesoldinanycommerciallyreasonablernannerpriortoexpirationoftheóOdaperiodandifitTlpracticaltodoso49XtJJÂCh49SJZEWEIGHTANDLOAD754961cDispositbnofproceedsofsaleTheproceedsofsaeshallfirstbeappliedtothepaymentofthefineandcostsandseondlytothepaymentoftheencumbrancesThebalanceshallberemittedtotheowner4948MaximumweightandseatingcapacityofbusesaGrossaxleandwheelweightsNobusshallbeoperateduponanyhighwaywithagrossweightinexcessof40000pounosorinexcessof20000poundsonanyaxleorinexcessof800poundsonanyonewheelforeachnominalinchofwidthoftireonthewheelhSeatingcapacityloadAbllsshallnotbeoperatedonahighwaywithaloadexceedingYmorethan25itsregisteredseatingcapacityexceptwhenoperatéûwithinabusinessorresidencedistrictAchildundertheage0siyehrsshannNDecountedwhencompltingheloadonthebusePenaltieAnypersonownngoropenÎngaouswithagrossweightorwitlweightunanyaxleorwheeexceedingbymorethan5themaxmlUrnallowedinubseClionaisguilyafaSlmmécyoffenseandshalluponconvictionbesentencedtophyafineof100IftheexcessweigLismaretha10abGethemaximumeightalkwedthefineshallbe300AnyperSOLinviolationofsubsectionbisguiltyofasummaryofferseandshalluponconvçtionbesentencedtopayafineofnotlessthan50lormorethaniOOSUIJCHAPTERDSPECIALPEíMITSFOREXCESSIVEZEANDWEIGnTSee4961496249634964496549664967496K49694970AuthoritytoissuepermitsConditionsofpermitsandsecurityfordamagesıxemptionsforvehiclesIlsedinStatehighwayeonstructionOraauthorizationfollowingemergencyoraccidentSinglepermitsformultiplehighwaycrossingsPermitformovementofquarryequipmentPermitformovementofimplementsofhusbandryPermitformovementofequipmentbeingmanufacturedPermitformovementofvehicleswithoversizewheelsandtiresPermitformovementofutilityconstructionequipmentCrossReferencesSuþçhapterUterredtoInsection4X201thIStHle4961AuthoritytoissuepermitsaGeneralruleIhedepartmentandlocalauthoritteswithrespecttohighwaysundertheirrespectivejurisdictionsmayuponapplicationinwritingshowinggoodcauseissuespecialpermitsinwritingauthorizingtheapplicanttooperateormOVeonspecifiedhighwaysanvofthefolloingIAchiclewhihwhenunkkdlXccbtbcmüirwtlsie499 754961VEHICLECHARACTERISTICSPaCsmaximumweightsspecifiedinSubchapterCrelatingtomaximumweightsofvehicles2AcombinationcarryinganondivisibleloadandexceedingthemaximumsizespecifiedinSubchapterBorthemaximumweightsspecifiedinSubchapterC3Avehiclecontaininganondivisibleloadwhichexceedsthemaximumwidthspecifiedinsection4921arelatingtowidthofvehicles4mobilehomebLimitationfortrucktractorsPermitstoexceedthemaximumweightlimitshallbeissuedonlyfortrucktractorsregisteredatthemaximumweightpermittedundersection4941relatingtomaximumgrossweightofvehiclescCountyofficesforissuingpermitsThedepartmentshallempoweranauthorizedrepresentativeoremployeeineachcountytoissuepennitsasprovidedinsubsectionaandshallprovideaplacewithineachcountywherethepermitsmaybeissued4962ConditionsofpermitsandsecurityfordamagesaGeneralrulePennitsmaybeconditionedbylimitingthenumberoftriporhycstahlishingseasonalorothertimelimitationsorgeographiclimitationsincludinglimitationsastoprescribedhighwaysorbyotherwiselimitingorprcscribingconditionsofoperationtmderthcpermitasthedepartmentorlocalauthoritiesshalldeemnecessarytoprotectthesafetyofhighwayuserstopromotetheefficientmovementoftrafficortoprotectthehighwaysThedepartmentorlocalauthoritiesmayrequiresuchundertakingorsecurityastheydeemnecessarytocompensateforanydamagetoanyhighwayorstructureorappurtenancebDisplayofpermitEverypermitshallbecarriedinthetowingvehicleandshallbeopentoinspectionhyanypoliceofficerorauthorizedagentoftheissuingagencyoranypersonhavinganaccidentinvolvingapennittedvehicleorcombiationcRevocationofpermitApermitshallberevocableforcausedSpecialescortservicesThedepartmentorlocalauthoritiesshallspecifywhatmovementsrequirespecialescortservicesofthePennsylvaniaStatePoliceordepartmentpersonneleLiabilityofpermitteefordamageThepermitteeshallbeliahleforalldamagetoanyhighwaystructureorappurtenancesustainedasaresultofoperatingormovingunderthepermitCrossReferencesSection4962isreferredtoinsection1946ofthistitle4963ExemptionsforvehiclesusedinStatehighwayconstructionNospecialprmitshallbèrequiredformovementacrossuponoralongStateorStateaidhighwaysforoversizeOioverweightvehiclesofacontractornsedfortheconstruetioorimprovementofsuchhighaYs4964OralauthorizationfollowingemergencyoraccidentIntheeventofanemergencyoraccidentaffectingthcpublicsafetyor4910tJJCh49SIZEWEIGHTANDLOAD754968conveniencethedepartmentandlocalauthoritiesmayorallyauthorizetheoperationormovementofavehicleorcombinationwhichexceedsthemaximumsizeorweightspecifiedinthischapterprovidedapermitisappliedforwithin72hoursoftheoperationormovement4965SinglepennitsformultiplehighwaycrossingsAsinglepennitmaybeissuedforanumberofmovementsacrossthehighwayatspecifiedlocationswithinafixedperiodoftimeofvehiclesorcombinationsIexceedingthemaximumsizeorweightspecifiedinthischapteror2usedtocrossahighwaytogetfromonecommercialindustrialfacilitytoanothercommercialindustrialfacilityunderthesameoperationWheneverapennitisissuedforcrossingthehighwayitisunlawfultomovethevehiclesalongthehighwayCrossReferencesSection4965isreferredtoinsections11021943ofthistitle4966PermitformovementofquarryequipmentAnannualpermitnaybeissuedforthemovementofapieceofquarryequipmentormachineryexceJingtherntirnumieorweightspecifiedinthischapteracrossatlhighwafromonepartofaquarrytoanotheroruponthehighwaysconnectingbythemostdirectrouteanyquarriesorportionsofquaIriesundersingleownershiporoperationbutnopermitshallbeissuedforthemovementofequipmentormachineryforadistancegreaterthanonehalfmiCrossReferencesSection4966isreferredtoinsectioos12t943olthistitle4967PermitformovementofimplementsofhusbandryAnannualpenniimaybeissuedfortheoerationOltnovemenîbetweensunriseandsunsetofoneormoreoversizedirrplementsofhusbandrywhichdonotexceed14feet6inchesinwidthithemovementislimitedtoaradiusof25milesfromthedealersplaceofbusinessorownershomeorfarmNopermitshallbeissuedforthemovementofanyimplementofhusbandrywithawidthinexcessofeightfeetuponafreewayCmReferencesSection4967isrelerredtntnsectiont94301thistitle4968PermitformovementofequipmentbeingmanufacturedAnannualpennitmaybeissuedauthorizingthemanufacturerofboatsmobilehomeshelicoptersrailwayequipmentandrailsorotherarticlesorcombinationsnotnormallyusedonhighwaystomovearticleswhichexceedthemaximumheightwidthorlengthspecifiedinSubchaptcrBrelatingtowidthheightandlengthwhiletheyareinthecourseofmanufactureandwhiletheyarcentirelywithinthecontrolofthemanufacturerandnotintransitfromthemanufacturertoapurchaserordealerApermitshallnotbeissœdforthemovementofarticlesuponafreewayArticlesnotinexcessoftenfectinidhmayNmovedupto50milesonapermitLargerarticlesmaybemovednofartherthantenmilesonapennitCrossReferencesSection49óXisreferredtoinsectioo1943ofthistitle4911 754969VEHICLECHARACTERISTICSPacS4969PermitformovementofvehicleswithoversizewheelsandtiresAnannualpermitmaybcissuedfortheoperationormovementbetweensunriseandsunsetofavehiclecontainingwheelsandtiresextendingbeyondthemaximumwidthallowedinsection4921arelatingtowidthofvehielcsifthedepartmentdeterminesthatsuchwheelsandtiresarcessentialtothefunctionforwhichthevehicleisdesignedoradaptedandusedTheoCrallwidthofanyvehiclepermittedunderthissectionincludingwheelsandtiresshallnotexceedtenfeetCRfmncsSection4969isrefclledto111scclion1943ofthistitle4970PermitformovementofutilityconstructionequipmentApermitmaybeissuedforthedurationofasingleconstructionprojectbutnotexceedingoneyearauthorizingapublicutilityoritscontractorsorsubcontractorstomovcoversizedoroverweightconstructionequipmentacrossoruponhighwaysimmediatelyadjacenttotheconstructionsiteandbetweentheconstructionsiteandthebaseofoperationsoftheutilitycompanycontractororsubcontractor0ReferencesSection4970isreferredtoinsectionUO2ofthistitleSUBCHAPTEREMEASURINGANDADJUSTINGVEHICLESIZEANDWEIGHTSee49XI49X249X1WeighingandmeasurementofvehiclesReducingorreadJustingloadsofvehiclesPenaltyforviolationofsubchapter4981WeighingandmeasurementofvehiclesaAuthorityofpoliceofficerAnypoliceofficerisauthorizedtoreQuirethedriverofanyvehicleorcombinationtostopandsubmit1hevehicleorcombinationtobcmeasuredandweighedWeighingmaybedonebyusingeitherportableorstationaryscalesThemeasurementandweighingshallbeconductedbyquaiifiedpersonneÌwhohavebcentrainedintheuseofweighingandmeasuringequipmentinatrainingprogramapprmedbytheDepartmentofAgricultureApoliceofficcrmayrequirethatavehiclercomhiatiobedriventotheoeMcststationaryscalcsifthcscalesarcwithintwomilesbStationarySlalesonfreewaysTheDepartmentofTransportationincooperationwiththePennsylvaniaStatePoliceshallmaintainonfreewaysatpointswhichitdcemsnecessarystationaryscalcsandothcrequipmentfordetectingviolatioflSofthcsiteandweightlimitationsprescribedbythischaptcrThedepanmentmayalsocontractwithlocal01JJn01eelSoraXlestavctltctetSweIghedInmulttpledraftsorifonlyasinglewhedoraxleorpairofaxlesiswcighedatoleranceof1shailbeailowed4912JJJCh49SIZEWEIGHTANDIOAD754983dReweighingatrequestofdriverorownerWheneverscalesoperatedbyotherthanthedepartmentindicatethatavebiclewheelaxleorpairofaxlesisoverweighttbedriverorownermayelecttohavethevehiclereweighedonthenearestavailableofficialscaleswhichhavebeensealedbytheDepartmentofAgricultureThelowerreadingofthetwoscalesshalldeterminewbetherchargesshallbefiledunderthissection4982ReducingorreadjustingloadsofyehiclesaViolationofweightlimitationsIfthegrossweightortheweightuponanywheeltireaxleorgroupofaxlesofavehicleorcombinationexceedsthemaximumallowedthedrivershallreduceorreadjusttheloadsothatthegrossweightandtbeweightuponeachwheeltireaxleorgroupofaxleswillnotexceedthemaximumweightspermittedunderthischaptcrbViolationofsizelimitationsIftheloaduponanyvehicleorcombinationissuchthatthesizelimitationsofthischapterareexceededthedrivershallreduceorrepositiontheloadsothatitdoesnotexceedthesizelimitationscLoadadjustmenttoavoidprosecutionIfthegrossweightofthevehicleorcombinationdoesnotexceedthemaximumallowablegrossweightandtheweightuponanyaxleorgroupofaxlesisnotmorethan3finexcessofthemaximumallowableaxleweighttheoperatorshallbeallowedfourhourstoadjustthepositionoftheloadsothattheweightuponallwheelstiresaxJesandgroupsofaxlesdoesnotexceedtbemaximumallowableweightsIftheloadissorearrangednoarrestshallbemadeorprosecutionbroughtforviolationofSubchapterCrelatingtomaximumweightsofvehiclesdLoadincapableofreductionIftheloadonanyvehicleorcombinationissuchthatitisincapableofreductionordismembermentandisothcrwiseeligibletomoveunderpermitasprovidedinSubchaptcrDrelatingtospecialpermitsforexcessivesizeandweightavalidpermitshallbeobtainedbeforeanyfurthermovementofavehicleorcombinationinviolationofthclimitationsofthischaptcreResponsibilityofownerordriverAIimaterialunloadedandanyvehicleorcombinationparkedawaitingapermitshallbecaredforbytheownerordriverattheriskoftheownerordrivercRefeed40idmedinjil4945IHilsilli4983PenaltyforviolationofsubchapterAnydriverwhofailsorrefuscstocomplywiththerequirementsofapoliceofficergivenpursuanttothtssubchapterisguiltyofasummaryoffenseandshalluponconvictionbcsentencedtopayafincofSJOO4913 FRANKLIN COU NTY PEN NSYL1AN IA I VÎ v t 0 ì t t 1 i Ji BRIDGE SURVEY 1975 BRIDGE IDENTIFICATION I INfORMA TION 7 s ROA DWAY DATA WIDTH OF APPROACH 200 PAVEMENT TYPE Bituminous ALIGNMENT Mòderate curves on both approaches EXISTING SIGNS none COMMENTS LOCATION DATA FRjANKLIN COUNTY BRI DGE 2 TQWNSH I P Greene RqUTE T520 Woodstock Road WTERWAY Conococheague Creek LOCATION 1 mi N of Rte 30 N 390 5543w 7703435 STRUCTURAL DATA TYIPE Prestressed Concrete yeAR BUILT 1978 DBCK 7 Rèinforced Concrete Deck BeAMS SPACING 448 x 21 pS conc Box Beams@ 80 cc PRAPETS Reinforced Concrete SUBSTRUCTURE Reinforced Concrete Abutments Wingwa11s Piers SI4EW 60 NO OF SPANS Two ClEAR SPANS ALONG t 400 OERALL SPAN LENGTH 850 WDDTH BETWEEN PARAPETS 280 VRTICAL CLEAR UNDER 425 IVENTORYLOAD RATING HS 20 BRIDGE I DE NTI F I CA ION I INFORMATION N I DATA WIDTH OF APPROACH 180 PAVEMENT TYPE Bituminous with 4 granular shoulders ALIGNMENT Good EXISTING SIGNS None COMMENTS Railroad crossing and nar row one lane wood Township bridge immediately east of structure Plans filed at NHI office 1171 H77 I LOCATION DATA j FRAKLIN TOWSHIP RoutE WATRWAY LOCfTION I COUNTY BRI DGE 3 GREENE T 519 Conococheague Creek 05 mi wlo Rte 997 N 395644 I W 773524 STRUCTURAL DATA TYP Two span prestress concrete bþx beam YEA BUILT 1973 Plaque DEC Composite reinforced concrete sab 4 thick aES SPACING Adjacent box beams l 7 x 48 SUSTRUCTURE Reinforced concrete utments and pier PARAPETS Reinforced concrete with aluminum railing SKW 70 NO OF SPANS Two í CL1AR SPANS ALONG t 435435870 WITH BETWEEN PARAPETS 260 VETICAL CLEAR UNDER 625 maximum INENTORY LOAD RATING HS 20 í IDE NTI FICT ION IBRIDGEf N I I s ROADWAY DATA WIDTH OF APPROACH 225 PAVEMENT TYPE Bituminous ALIGNMENT Good Tintersection near approach EXISTING SIGNS 1 One Lane Bridge COMMENTS Periodically check for rust and need for paint Repair wooden curb at both ends of bridge stringer bearings at abut ment in immediate need of shim ming IN FORMATION i I LOCATION DATA FRArtKlIN COUNTY BRI DGE 4 TOWSHI P l GREENE ROutE i T 528 Sycamore Grove Road WATRWAY Conococheague Creek í lOCTION 25 mi nlo Chambersburg N 395846 I W 773658 STRUCTURAL DATA TYP Steel truss YEA BUILT Unknown DEC Open steel grið 25 thick BEAS SPACING Transverse steel bams at panel points 958 cc SUBTRUCTURE Stone masonary f PARPETS Timber curbs SKE 90 i NoIOF SPANS One í ClER SPANS ALONG t 800 I wrDH BETWEEN PARAPETS 1225 VERICAl CLEAR UNDER 74 INVþNTORY LOAD RATING HS 14 BRIDGE IDENTIFICAJION I INFORMA TION I s ROADWAY DATA WIDTH OF APPROACH 185 PAVEMENT TYPE Bituminous ALIGNMENT Fair Sharp horizon tal curves at both approaches EXISTING SIGNS None COMMENTS Erosion of enbankment slopes and depressions at approaches Spanning and cracking of concrete facing is apparently due to poor drainage Provi sion should be made to drain water from approaches Due to geperal condition this structure should receive LOCA T ION DATA FRANPLI N COUNTY BRt DGE 5 TOWNiSHI P GREENE ROUl1E WA TERWAY T 529 Conococheague Creek LOCtiTION 15 mi no Chambersburg N 395813 W 773748 STRUCTURAL DATA TYP Two span prestress concrete bx beam YEA BUILT Original date unknown Renovated 1961 DEC Reinforced concrete slab 5 thick BEAS SPACING 321 x 36 pretress cþnctete spread box beams at 75 cc SUBTRUCTURE Concrete covered masonary aþutments with concrete pier PARPETS Reinforced concrete curbs and pþsts with steel pipe riling SKE 70 NOOF SPANS TwO CLER SPANS ALONG t WrDH BETWEEN PARAPETS 480480960 185 VEICAL CLEAR UNDER 854 INENTORY LOAD RATING HS 20 I BRIDGE IDENTIFICAION INFORMATIONr N I s ROA owAY DATA WIDTH OF APPROACH 180 PAVEMENT TYPE Bituminous ALIGNMENT good EXISTING SIGNS none COMMENTS Pipe was installed by supervìsQrs during construction of sewer lines in spring of 19BO LOCATION DATA FANKLIN COUNTY BRIDGE 6 TWNSHIP Guilford RUTE T519 Fifth Avenue WTERWAY Falling Springs Creek LØCATION 1 mi E of Chambersburg N 390 5506W 7703711 STRUCTURAL DATA TYPE one 65 x 42 Reinforced Concrete I pipe YAR BUILT 1980 DCK na BAMS SPACING na PRAPETS steel fabricated guard railS on upstream side only SBSTRUCTURE Reinforced Concrete wing walls SEW 90 N4 OF SPANS One CEAR SPANS ALONG t OVERALL SPAN LENGTH 65 maximum WDTH BETWEEN PARAPETS na VRTICAL CLEAR UNDER 42 IVENTORYLOAD RATING na I IDENTIFICAJION t BRIDGE I 009 O I s ROADWAY DATA WIDTH OF APPROACH 205 PAVEMENT TYPE Bituminous ALIGNMENT Apporaches restricts sight distance EXISTING SIGNS 2 ONe Lane Bridge COMMENTS Paint in good condition except where scuppers drain into bottom flange of beam The pier footings for this structure were underpinned after scour caused during Hurricane Agnes Inventory Load Rating con servative and is based o a non composite section INFORMA TION or 1 LOCATION DATA FRAtfLIN COUNTY BRI DGE 7 TOWt4SHI P ROUl1E GREENE T 516 Cold Spring Road WATERWAY LOCTION Conococheague Creek 1 mi no Fayetteville N 395500 W 773256 STRUCTURAL DATA TYP Two span steel beam with concrete slab YEA BUILT 1931 Plaque Repaired 1972 DEC Concrete 75 thick BEAt1S SPACING 5 B28 x 10 at 44 cc SUB TRUCTURE Masonary abutments and wngwalls stone masonary pier ecased in concrete PARPETS Steel posts and pipe railing SKE 90 NO1 OF SPANS Two CLR SPANS ALONG t 485485970 1 wrTH BETWEEN PARAPETS 160 VETICAL CLEAR UNDER 775 INENTORY LOAD RATING HS 20 BRIDGE IDENTIFICATION INFORMATION r N I LOCATION DATA BRIDGE TOWNSHIP ROUTE WATERWAY LOCATION 8 Greene T523 Brookens Road Cold Spring Run 1 mi no Route 30 N395520 I W773257 STRUCTURAL D ATA ROADWAY DATA TYPE Twin cell precast concrete box culvert WIDTH OF APPROACH 200 YEAR BUlLT 1987 PAVEMENT TYPE Bituminous DECK NA ALIGNMENT Fair with a mild horizontal curve BEAMS SPAQNG NA CLEARANCE MARKERS None SUBSTRUCfURE Concrete endwalls SIGNS None PARAPETS Structure mounted guide rail on concrete curbs GUIDE RAIL Included co MMENTS MAINTENANCE ITEM S SKEW 60 NO OF SPANS Two CLEAR SPANS ALONG t 92 92 WIDTH BETWEEN PARAPETS 240 VERTICAL UNDER CLEAR 35 This box culvert is in good condition and no maintenance recommendations are required INVENTORY LOAD RATING HS 25 AtOO BRIDGE t IDE NT I FI C ION INFORMA TION n f N I DATA WIDTH Of APPROACH 190 south 190 north PAVEMENT TYPE Bituminous ALIGNMENT Poor Horizontal curve at approach EXISTING SIGNS None COMMENTS Township Supervisors installed culvert Pipe railing needs painting Downstream wingwall protec tion needed Culverts arid headwalls installed by supervisors I I LOCA TION DATA FRAKLIN COUNTY BRI DGE 8 TOWSHI P RoutE GREENE T 523 Brookens Road WATRWAY LOCITION ColdSpring Run 1 mi no Rte 30 N 395520 W 773257 STRUCTURAL DATA TYPíE Two 30 diameter concrete ptipe culverts YEf1R BUILT 1965 DEqK na BEMS SPACING na SUåSTRUCTURE Concrete endwalls PAAPETS Concrete curbs and teelpipe railing SKW 70 NO OF SPANS Two CLAR SPANS ALONG t 2525 WrTH BETWEEN PARAPETS VETICAL CLEAR UNDER 240 25 INfENTORY LOAD RATING na ìIvjJ0CjevrdIilIffløhAIItPIi1I175LieDjJiLhrrffiC11 BRIDGE IDENTIFICATION INFORMATION r N I oot œt C 2 c old t í S nn I r171IIDZi1t4 to 1 8 lðO r 0 fl p Þ 1IrayelllIet e Ia Iifr 0 c rJ t0 I L1 LOCATION DATA BRIDGE TOWNSHIP ROUTE WATERWAY LOCATION 9 Greene T516 Cold Spring Road Cold Spring Run 1 mi no Fayetteville N395425 W773533 I S STRUCTURAL DATA ROADWAY DATA TYPE One span concrete slab WIDTH OF APPROACH 180 YEAR BUILT 1930 from prevo report PAVEMENT TYPE Bituminous ALIGNMENT Good DECK Concrete slab IS thick with bituminous wearing surface CLEARANCE MARKERS None BEAMS SPACING NA SIGNS None SUBSTRUCTURE Concrete abutments and wingwalls PARAPETS ConcreteGUIDERAILNone co MMENTSI NUUNTENANCEITEMS SKEW 60 NO OF SPANS One CLEAR SPANS ALONG t 155 WIDTH BETWEEN PARAPETS 233 VERTICAL UNDER CLEAR 45 Abutment concrete is eroded at the waterline INVENTORY LOAD RATING HS 20 400 I I IDENTI FICA TION INFORMATION1BRIDGE N I L 1 I Q 01c S ROADWAY DATA WIDTH OF APPROACK 190 PAVEMENT TYPE Bituminous ALIGNMENT Good EXISTING SIGNS None COMMENTS LOCATION DATA FRANKLIN COUNTY BRIDGE t 9 TOWNSHIP GREENE T 516 Cold Spring RoadROUTE WtERWAY LOCATION Cold Spring Run 1 mi no Fayetteville N 395425 I W 773533 STRUCTURAL DATA TYPE One span concrete slab YEAR BUILT 1930 Plaque Widened 1975 DECK Concrete slab 15 thick with bituminous wearing surface BAMS SPACI NG na PRAPETS Concrete SIiEW 60 NQ OF SPANS One CEAR SPANS ALONG t 140 OVERALL SPAN LENGTH 150 WDTH BETWEEN PARAPETS 222 VERTI CAL CLEAR UNDER 45 IVENTORYLOAD RATING HS 20 BRIDGE IDENTI FICAiI ION I NF ORMA T IONj LOCATION DATA FANKLINCOUNTY BRIDGE 12 TOWNSHIP Guilford ROUTE T544 Briar Lane WATERWAY Falling Spring Creek L@CATION Behind South Guilford Hills N 390 54ì25W 7703633 STRUCTURAL DATA I S ROA DWAY TYPE Prestressed Concrete DATA YIAR BUILT 1979 WI DTHOF APPROACH 200 DCK Composite Reinforced Concrete slab 5 thicJ PAVEMENT TYPE Bituminous BItAMS SPACING 1012 x36 Prestressed Concrete Planks ALIGNMENT good PARAPETS ReinförcedConcrete EXISTING SIGNS none SlJBSTRUCTURE Concrete wingwalls and abutments SEW 70 NQ OF SPANS One COMMENTS CEAR SPANS ALONG t 29 OVERALL SPAN LENGTH 29 This bridge was relocated 300 feet upstream from the site of the previous structure on this route WJDTH BETWEEN PARAPETS 28 VIfRTICAL CLEAR UNDER 40 IVENTORYLOAD RATING HS 20 BRIDGE IDENTIFICATION INIlORMABON LOCATION DATA BRIDGE TOWNSHIP ROUTE WATERWAY LOCATION 13 Guilford T486 Spring Drive Falling Spring Creek Downstreamof Frys Dairy N39 5425 W77 3647 STRUCTURAL D ATA ROADWAY DATA TYPE Masonry Arch WIDTH OF APPROAŒ 150 YEAR BUILT unknown PAVEMENT TYPE Bituminous DECK NA ALIGNMENT Good CLEARANCE MARKERS One @ SW Corner BEAMS SPACING NA SIGNS 2 One Lane Bridge SUBSTRUcruRE Masonry abutments and wingwalls PARAPETS MasonryGUIDERAILNone SKEW 900 NO OF SPANS One CLEAR SPANS ALONG 150 at spring line WIDTH BETWEEN PARAPETS 113 VERTICAL UNDER CLEAR 45 CO MMENTS MAINTENANCE ITEM S 1 Structure acquired by Commissioners under a 1969 Court Order 2 General condition is good as a result of repointing concrete repairs which were performed by county maintenance in 1979 3 Stone rip rap protects the footings 4 No evidence of settlement INVENTORY LOAD RATING HS 20 42690 IBRlDGEIDENTIFICAWIONINFORMATIONsROADWAYDATAWIDTHOFAPPROACH150PAVEMENTTYPEBitumunousALIGNMENTgoodEXISTINGSINSnoneCOMMENTSThisstructurewasacquiredbytheCountyCommissionesundera1969CourtOrderGeneralconditionisgoodasaresultofrepointingandconcreterepairswhichwereperformedbycountymaintenanceforcesin1979LOCATIONDATAFANKLINCOUNTYBRIDGE13TQWNSHIPGuilfordROUTET486SpringDriveWATERWAYFallingSpringCreekiLqCATIONDownstreamofFrysDairyN395425W7703647STRUCTURALDATATfPEMasonryArchYARBUILTunknownDEtCKnaBItAMSSPACINGnaPRAPETSMasonrySljIBSTRUCTUREMasonryabutmentsandwingwallsSIEW90NtOFSPANSOneCEARSPANSCALONGt150springlineOYERALLSPANLENGTHWiDTHBETWEENPARAPETS113VRTICALCLEARUNDER45IVENTORYLOADRATINGHS205180 BRIDGE IDENTIFICATION INIlORMABON N I LOCATION DATA BRIDGE TOWNSHIP ROUTE WATERWAY LOCATION 13 Guilford T486 Spring Drive Falling Spring Creek Downstream of Frys Dairy N395425 I W773641 STRUCTURAL DATA ROADWAY DATA TYPE Masonry Arch WIDTH OF APPROACH 150 YEAR BUlLT unknown PAVEMENT TYPE Bituminous DECK NA ALIGNMENT Good CLEARANCE MARKERS One @ SW Corner BEAMS SPACING NA SIGNS 2 One Lane Bridge SUBSTRUcruRE Masonry abutments and wingwalls PARAPETS MasonryGUIDERAILNone SKEW 90 NO OF SPANS One CLEAR SPANS ALONG t 150 at spring line WIDTH BETWEEN PARAPETS 113 VERTICAL UNDER CLEAR 45 CO MMENTS MAINTENANCE ITEMS 1 Structure acquired by Commissioners under a 1969 Court Order 2 General condition is good as a result of repointing concrete repairs which were performed by county maintenance in 1979 3 Stone rip rap protects the footings 4 No evidence of settlement INVENTORY LOAD RATING HS 20 42690 jfBRlDGEIDENTIFICATIONINFORMATIONIN1elROADWAYDATAWIDTHOFAPPROACH150PAVEMENTTYPEBitumunousAllGNMENTgoodEXISTINGSIGNSnoneCOMMENTSThisstructurewasacquiredbytheCountyCommissionersundera1969CourtOrderGeneralconditionisgoodasaresultofrepointingandconcreterepairswhichwereperformedbycountymaintenanceforcesin1979iLOCAliONDATAFRANKLINCOUNTYBRIDGE13TOWNSHIPGuilfordROUTET486SpringDriveWATERWAYFallingSpringCreekLOCATIONDownstreamofFrysDairyN3905425W7703647STRUCTURALDATATYPEMasonryArchYEARBUILTunknownDECKnaBEAMSSPACINGnaPARAPETSMasonrySlJBSTRUCTUREMasonryabutmentsandwingwallsSKEW90NOOFSPANSOneCEARSPANSALONGt150IspringlineOYERALLSPANLENGTHWIDTHBETWEENPARAPETS113VRTICALCLEARUNDER45IVENTORYLOADRATINGHS205180 BRIDGEIDENTIFICATIONINFORMATIONNGirJ1Ifþlíf5ilj11èJBIJIZiÎIAlptíljflWJJFoAQITtfJrnrrjJe117Ç123I1APW1ioquIIJctIII4Iwo7f7ISROADWAYDATALOCATIONDATAtBRIDGETOWNSHIPROUTEWATERWAYLOCATION14GuilfordT515GarmanDriveSmallSpringAtAquaN395446W7737O4STRUCTURALDATATYPEModifiedconcretearchWIDTHOFAPPROACH200YEARBUILTUnknownPAVEMENTTYPEBituminousDECKConcreteALIGNMENTGoodCLEARANCEMARKERSNoneBEAMSSPACINGNASIGNSNoneSUBSTRUCTUREConcreteendwallsGUIDERAILOnlyalongNEapproachPARAPETSConcreteSKEW80NOOFSPANSOneCLEARSPANSALONG127WIDTHBETWEENPARAPETSvaries20minVERTICALUNDERCLEAR40COMMENTSMAINTENANCEITEMS1Structurewaswidenedin1974byadding236X58BcCGMpipearchesandnewconcretewingwallsonupstreamside2ThisstructurewasacquiredbytheCountyCommissionersundera1969CourtOrderINVENTORYLOADRATINGHS2052590 BRIDGE1IDENTIFICATIONINfORMATIONiIInIGDATAWIDTHOFAPPROACH200PAVEMENTTYPEBìtumìnousAUGNMENTGoodEXISTINGSIGNSNoneCOMMENTSStructurewaswìdenedìn1974byadding236x58BCCGMpipearchesandnewconcretewìngwa11sonupstreamsìdeThìsstructurewasacquìredbytheCountyCornrnìssìohersundera1969CourtOrderlIeLOCATIONDATAFRPiNKLINCOUNTYBIIUDGE14TOWNSHIPGUILFORDROUTET515GarmanDriveWAERWAYSma11sprìngLOCATIONAtAquaN395446W773704STRUCTtJRALDATATYPEModìfìedconcretearchYERBUILTUnknownDEtKConcreteBEAMSSPACINGnaSUSTRUCTURECocreteendwa11sPAAPETSConcreteSKW80NOOFSPANSONëCLAR5PANSALONGt127wrþTHBETWEENPARAPETSvaries20mìnVERTICALCLEARUNDER40INWENTORYLOADRATINGna BRIDGEIIDENTIFICATIONiINFORMATIONNIDATAWIDTHOFAPPROACH200PAVEMENTTYPEBituminousALIGNMENTGoodEXISTINGSIGNSNoneCOMMENTSThisstructurewasacquiredbytheCountyCommissionersundera1969CourtorderlansfiledatNHIoffice71839LOCATIONDATAFRANKLINCOUNTYBRIDGE15TOWSHIPGUILFORDROUiET515GarmanDriveFallingSpringCreek1misloRte30N395446IW773704WATERWAYLOCATIONSTRUCTURALTYPEDATAOnespanprestressconcretebeamYEARBUILT1975DECKCompositereinforcedconcreteslab45thickBEAt1SSPACING103x12prestressc4ncreteplanksSUBSTRUCTUREConcreteabutmentsëU1dwingwallsPARAPETSConcreteSKEW90NOOFSPANSOneCLEARSPANSALONGtWrDHBETWEENPARAPETSVERICALCLEARUNDERINVENTORYLOADRATING29528047as20 BRIDGEIDENTIFICATIONINFORMATIONINIKSBJRtp17170DATAWIDTHOFAPPROACH220PAVEMENTTYPEBituminousALIGNMENTGoodEXISTINGSIGNSNoneCOMMENTSPlansfiledatNHIoffice71741ILOCATIONDATAFRANKLINCOUNTYBRIDGE16TOWNSHIPGUILFORDROUTEFranklinFarmLaneWATERWAYFallingSpringBranchLOCATIONN395545W773747STRUCTURALDATATYPEOnespanprestressconcretebeamYEARBUILT1971DECKCompositereinforcedconcretesab4thickBEðf1SSPACING810x48prestresscbncreteplankbeamsSUBTRUCTUREConcreteabutmentsandwJngwallsPARAPETSConcreteSKEW90NOOFSPANSOneCLEARSPANSALONGtWITHBETWEENPARAPETSVERICALCLEARUNDRINVENTORYLOADRATING18530055HS20 BRIDGEIDENTIFICATIONINFORMATIONNIIsROADWAYDATAWIDTHOFAPPROAŒ130east160westPAVEMENTTYPEBituminousALIGNMENTGoodCLEARANCEMARKERSNoneSIGNS25TonLoadLimit2OnelaneBridgeGUIDERAILNoneCOMMENTSMAINTENANCEITEMS1Extremelypoorchannelalignmentatentrance2Numerouscracksonconcreteculvert3EvidenceofscourandsettlementLOCATIONDATABRIDGETOWNSHIPROUTEWATERWAYLOCATION17GuilfordT507ConococheagueCreekBranch05misloFayettevilleN395417IW773408STRUCTURALDATATYPEConcreteboxculvertYEARBUILTUnknownDECKConcrete12thickwithbituminouswearingsurfaceBEAMSSPACINGNIASUBSTRUCfUREConcretewingwallsPARAPETSConcreteSKEW900NOOFSPANSOneCLEARSPANSALONG65WIDTHBETWEENPARAPETS160VERTICALUNDERCLEAR35INVENTORYLOADRATING5Tonsdeterminedbyexperience52590 BRIDGEIDENTIFICATIONíINFORMATIONINIIdsROADWAYDATAWIDTHOFAPPROAtH130east160westPAVEMENTTYPEBituminousALIGNMENTGoodEXISTINGSIGNS28TonLoadLimit2OneLaneBridgeCOMMENTSExtremelypoorchannelalignmentatentranceLOCATIONDATAFRÞ4NKLINCOUNTYBRIDGE17TowtJSHIPGUILFORDROTEWAl1ERWAYT507ConococheagueCreekBranchLOQATION05misoFayettevilleìN395417W773408STRUCTURALDATATYEConcreteboxculvertYEfRBUILTUnknownDEtKConcrete12thickwithbituminouswearingsurfaceBEMSSPACINGnaSUSTRUCTUREConcretewingwallsPAAÞETSConcreteSKW90NolOFSPANSOneCLfARSPANSALONGtwrþTHBETWEENPARAPETS65160VETICALCLEARUNDER35INVENTORYLOADRATING BRIDGEIDENTIFICATIONINFORMATIONLOCATIONDATABRIDGETOWNSHIPROUTEWATERWAYLOCATION18GuilfordT508ConococheagueCreekBranch01misoFayettevilleN395440W773422STRUCTURALDATAROADWAYDATATYPEConcreteslabarchedWIDTHOFAPPROACH120YEARBUILT1913inscribedinparapetPAVEMENTTYPEBituminousALIGNMENTGoodDECKConcreteslab6thickwithbituminouswearingcourseCLEARANCEMARKERSNoneBEAMSSPACINGNASIGNS23TonLoadLimit2OnelaneBridgeGUIDERAILNoneSUBSTRUCfUREConcreteabutmentswingwallsPARAPETSConcreteSKEW90NOOFSPANSOneCLEARSPANSALONG165WIDTHBETWEENPARAPETS140VERTICALUNDERCLEAR42COMMENTSMAINTENANCEITEMS1StructurallydeficientwithalargenumberofcracksandefflorescenceINVENTORYLOADRATING3Tonsdeterminedbyexperience52590 BRIDGEIDENTIFICATIONINFORMATIONNIoÀISROADWAYDATAWIDTHOFAPPROACH120PAVEMENTTYPEBituminousALIGNMENTGoodEXISTINGSIGNS2BTonLoadLimit2OneLaneBridgeCOMMENTSCracksappeartobeminorHoweverduetoageofstructureitshouldreceiveregularperiodicinspectionsliLOCATIONDATAFRANKLINCOUNTYBRIDGEt18TOWNSHIPGUILFORDROUTET508WATERWAYConococheagueCreekBranchLOCATION01misloFayettevilleN395440IW773422STRUCTURALDATATYPEConcreteslabarchedYEARBUILT1913InscribedinparapetDECKConcreteslab6thickwithbituminouswearingsurfaceBEAMSSPACINGnaSUBSTRUCTUREConcreteabutmentsandwingwallsPARAPETSConcreteSKEW90NOOFSPANSOneCLEARSPANSALONGt165WIÐTKBETWEENPARAPETS140VERTICALCLEARUNDER42INVENTORYLOADRATING BRIDGEIDENTIFICATIONINFORMATIONI1iLOCATIONDATAJRG0FRANKLINCOUNTYBRIDGEft19TOWNSHIPGUILFORDROUTET514QuarryRoadWATERWAYFallingSpringCreekLOCATION05mieoChambersburgN395516W773748JFSTSROADWAYDATASTRUC1URALDATATYPEConcretearchYEARBUILT1905PlaqueWIDTHOFAPPROACH150PAVEMENTTYPEBituminousnoshouldersDECKnaALIGNMENTGoodBEAMSSPACINGnaEXISTINGSIGNS28TonLoadLimit2OneLaneBridgeSUBSTRUCTUREConcreteabutmentsandwingwallsPARAPETSConcretedownstreamparapetrecentlyreplacedCOMMENTSSKEW90StructurecrackedduetosettlementofabutmentsEvidenceofscouraroundallfootings40fallinstreamimmediatelydownstreamcontributestoexcessivevelocitythrustructureNOOFSPANSOneCLEARPANSALONGtWIDTHBETWEENPARAPETS180140IVERTICALCLEARUNDER45INVENTORYLOADRATING BlttDGEIDENTIFICATIONINFORMATIONfIISROADWAYDATAWIDTHOFAPPROACH160PAVEENTTYPEBituminousALIGNMENTFairlygoodHoriztalcurveatapproachEXISTINGSIGNS2OneLaneBridgeCOMMENTSWingwa1lsandpierrequirepointingrLOCATIONDATAFRANKLINCOUNTYBRIDGE22TOWNsHIPHAMILTONGUILFORDT456T481Hòneywel1RoadROUTEWATERWAYConococheagueCreekLOCATION15misloChambersburgN395443IW774100STRUCTURALDATATYPETwospansteelbeamwithconcreteslabYEARBUILT1929PlaqueDECKConcreteslab6thickBEAMSSPACING5G8x145@43ccSUSTRUCTUREMasQnaryabutmentswingwa11sandcenterpierPARAPETSSteelpostandiperailingsSKEW90NOOFSPANSTwoCLEARSPANSALONGt6106101220WIDTHBETWEENPARAPETS160VERTICALCLEARUNDER85INVENTORYLOADRATING BRIDGEIDENTIFICATION1tNIISROADWAYDATAWIDTHOFAPPROACH165PAVEMENTTYPEBituminousALIGNMENTGoodSteepapproachandTintersectiononeasesideEXISTINGSIGNS3OneLaneBridgeCOMMENTSStructurewasrenovatedbyCountyCommissionersasatemporaryrepairuntilconstructionofaCorpofEngineersreserviorstructurerequiresminormaintenanceworkPointabutmentpaintrailinggroutbeamjointsPlansfiledatNHIoffice63197INFORMATIONLOCATIQNDATAFRANKLINCOUNTYBRIDGE23TOWNSHIPHAMILTONGUILFORDROUTET456WATERWAYConococheagueCreekLOCATION2misoChambersburgN395410W774137STRUCTUrRALDATATYPEOnespanprestressedconcretebøxbeamsYEARBUILTRenovated1964DECKBituminouswearingsurfaceBEAMSSPACINGAdjacentboxbeams33x36widthSUBSTRUCTUREMqsonaryabutmentsandconcretewingWa11sPARAPETSSteelpostsandrailingsSKEW90NOOFSPANSOneCLEARSPANSALONGt640WIDTHBETWEENPARAPETS152VERTICALCLEARUNDER61INVENTORYLOADRAtINGHS20 BRIDGEIDENTIFICATIONINFORMATIONIINIDATAWIDTHOFAPPROACH125PAVEMENTTYPEBituminousALIGNMENTFairEXISTINGSIGNS210TonWeightLimit2OneLaneBridgeCOMMENTSCrossbracingindeckneedstobetightenedBridgeneedspaintingandabutmentsneedpointingPlansfiledatNHIoffice664441ILOCATIONDATAFRANKLINCOUNTYSRIDGE24TOWNSHIPHAMPLTONGUILFORDROUTET456WATE1RWAYLOCATIONConococheagueCreek35miSloChambersburgN3953100IW774157STRUCT1URALDATATypeSteelthrutrussYEARBUILT1904PlaqueRenovated1967DECKRectagrid325depth7floorbeamsatBEAMSSPACING98ccSUBTRUCTUREMsonaryabutmentsandwingwa11sPARAPETSSteelcurbandguardrailSKEW90NOOFSPANSOneCLEARSPANSALONGtWIDTHBETWEENPARAPETS785120VERTICALCLEARUNDER90INVENTORYLOADRATINGH10 BRIDGEIDENTIFICATIONINFORMATIONIIIuNI0ISROADWAYDATAWIDTHOFAPPROACH151PAVEMENTTYPEBîtuminousALlGNMENTFairShortverticalcurvesatbothapproachesEXISTINGSIGNS2OneLaneBridge215MilesperHourCOMMENTSSteelbeamserectedundercontractwithCommissionersin1940PlansfiledatNHIoffice72q4L1LOCATIONDATAFRANKLINCOUNTYSRIDGE25TOWNSHIPHAMILTONGUILFORDROUTET455WATERWAYConocccbeagueCreekLOCATION1miNWoMarionN3952125IW774234SlRUCTURALDATATYPETWospansteelbeamwithconcreteslabYEABUILTOriginaldateunknownRenovated1972DECKConcrete6UthickaEAMSSPACING5W33x132@36clcSUBSTRUCTUREMasonaryabutmentswingwallsandpierPARAPETSGalvanizedsteelguardrailSKEW8924NOOFSPANSTwoCLEARSPANSALONGt7637651528WIDTHBETWEENPARAPETS143VERTICALCLEARUNDER70INVENTORYLOADRATINGHS20 BRIDGEIIDENTIFICATIONi00toISROADWAYDATAWIDTHOFAPPROACH200PAVEMENTTYPEBituminousALIGNMENTGoodEXISTINGSIGNSNoneCOMMENTSAsectionofaluminumrailingisdamagedTransversecrackinbituminoussurfaceovertheexpansionjointatthecenterpierPlansfiledatNHIofficeUt5989INlfORMATIONLOCATIONDATAFRANKLINCOUNTYBRJDGE26TOWNSHIPROUTEHAMILTOSTTHOMAST467LeafMorèRoadWATERWAYBackCreekLOCATION05miSoRte30N395509W774434STRUCTURALDATATYPETwospprestressedconcreteboxbeamYEARBUILT1959DECK20bituminouswearingsurfaceBEAMSSPACING627x48adjaèentboxbeamsSUBSTRUCTUREReinforcedconcreteabutmentscenterpierandwingwallsPARAPETSConcretecurbsandaluminumpiperailingSKEW90NOOFSPANSTwoCLEARSPANSALONGt440440880WIDTHBETWEENPARAPETS220VETICALCLEARUNDER46INVENTORYLOADRATINGHS20 BRIDGEIDENTIFICATIONInNL7IVJViVrqltcoHWrr1IISROADWAYDATAWIDTHOFAPPRQACH155PAVEMENTTYPEBituminousAllGNMENTFairEXISTINGSIGNS215TonWeightLimit2OneLaneBridgeCOMMENTSSignsneedreadjustmentDownstreamguardrailneedsreplacementPlansfiledatNHIoffice58812INFORMATIONLOCATIONDATAFRANKLINCOUNTYBRtDGE27TOWNSHIPROUTEHAMILTONSTTHOMAST458WATERWAYDennisCreekLOCATIONVicinityofTwinBridgesN3956146IW774423STRUCTURALDATATYPEonespanconcreteslabYEARBUILToriginaldateunknownRenovated1959DECKconcreteBEAMSSPACING310Ibms@10chnls@36allencasedin1675cpncreteslabSUSTRUCTUREMasonaryabutmentsándconcretewingwallsPARAPETSConcretecurbandaluminumrailingSKEW60NOOFSPANSOneCLEARSPANSALONGt260WIDTHBETWEENPARAPETS120VERTICALCLEARUNDER50INVENTORYLOADRATINGHS20 BRIDGEIDENTIFICATIONIINFORMATIONNISROADWAYDATAWIDTHOFAPPROACH165PAVEMENTTYPEBituminousALIGNMENTGoodEXISTINGSIGNSNoneCOMMENTSPlansfiledatNHIofficeS852lLOCATIONDATAFRANKLINCOUNTYBRDGE28TOWNSHIPHAMILTOÑSTTHOMASROUTET533WATBRWAYBackCreekLOCATIONVicinityofTwinBridgesN395643W774420STRUCTURALDATATYPEOnespanprestressedconcreteboxbeamYEARBUILT1959DECKBituminoussurfaceoverboxbeamsBEAMSSPACING627x36prestressedadjacentconcreteboxbeamsSUBSTRUCTUREConcreteabutmentsandmasonarywingwal1sPARAPETSConcretecurbsandalllillttailingsSKEW90NOOFSPANSOneCLEARSPANSALONGtWIDTHBETWEENPARAPETS470160VETICALCLEARUNDER60INWENTORYLOADRATINGHS20 BRIDGEIDENTIFICATIONINFORMATIONNILOCATIONDATABRIDGETOWNSHIPROUTEWATERWAYLOCATION29HamiltonT464DennisCreek21mineoEdenvilleN395830IW774620STRUCTURALDATATYPESteelstringersWIDTHOFAPPROACH137YEARBUILTUnknownPAVEMENTTYPEBituminousALIGNMENTGoodDECKConcrete8thickCLEARANCEMARKERSNoneBEAMSSPACING4S12x318@554SIGNS27TonLoadLimit2OnelaneBridgeGUIDERAILNoneSUBSTRUCfUREConcreteabutmentswingwallsPARAPETSConcretecurbswithsteelrailings1BackwallonsouthabutmenthasdisintegratedcausingsettlementofroadsurfaceAlargechunkofconcretehasfallenoutofthisabutment2Achiphasformedatthenorthabutmentonthewestsideofthefasciabeamwhichhasexposedthebeamatthetop3TheconcretedeckispartiallycoveredwithasphaltTheexposedportionsareseverallyspalled4AcrackhasformedwithstonesmissingatthemidspanofthesouthabutmentSKEW850NOOFSPANSOneCLEARSPANSALONGct160WIDTHBETWEENPARAPETS165VERTICALUNDERCLEAR32COMMENTSMAINTENANCEITEMSINVENTORYLOADRATINGH9Inrt 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BRIDGEIDENTlFIC1T10NINFORMATrONiINIIIIíZLOCATIONDATAIUIFRKLINCOUNTYBRIDGE109TOWNSHIPWARRENROUTEWATRWAYT685LittleCoveCreekLOCATION15miNloSylvanN394621IW780030jtSTRUCTURALDATAISROADWAYDATATYEOnespanprestressedconcretebeàmWIDTHOFAPPROACH200YEARBUILT1975PAVEMENTTYPEBituminousDEqKCompositereinforcedconcretesllab75thickBE4MSSPACING52411x36presressedconcreteIbeams@686ccAllGNMENTGoodEXISTINGSIGNSNoneSUSTRUCTUREConcreteabutmentsfþotingsandwingwa11sPARJAPETSConcreteCOMMENTSSKW70NOOFSPANSOneCLARSPANSALONGtwrqTHBETWEENPARAPETS586280VETICALCLEARUNDER75PlansfiledatNHIoffice94313INENTORYLOADRATING1HS20 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BRIDGEíINFORMATIONIDENTIFICArrlONfNIIsROADWAYDATAWIDTHOFAPPROACH176PAVEMENTTYPEBituminousALIGNMENTApproachesaresteepandhavepoorsightdistanceEXISTINGSIGNS1OneLaneBridgeCOMMENTSStoneisoutofplaceandpointingisneededConcretearchunderstonearchisseverelydeterioratedFoundationsareinpoorconditionThisstructureisgenerallyinpoorconditionandrequiresperiodicmaintenanceandinspectionjJ1LOCATIONDATAFRAtiKLINCOUNTYBRIDGE116TOWMSHIPROUTEMETALLR28093WATERWAYLoc4TIONConococheagueCreekandthebackwaterofFannettsburgDam025miEoFannetsburgN400334W774904STRUCTURALDATATYPEThreespanmasonryarchYEABUILTUnknownDECKBituminousroadcourseBEAMSSPACINGnaSUBfTRUCTUREMasonryPARAPETSMasonrySKEW90NOOFSPANSThreeCLERSPANSALONGt243612484WlHBETWEENPARAPETS175VETICALCLEARUNDER82maximurntolowwaterINENTORYLOADRATING 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BRIDGELIDENTIFICþTIONoJrSROADWAYDATAWIDTHOFAPPROACH180PAVEMENTTYPEBituminousAUGNMENTGoodEXISTINGSIGNSNoneCOMMENTSPlanfiledatNHIoffice69684INFORMATIONLOCATIONDATAFRAKLINCOUNTYBRIDGE119TOWINSHIPROUtEWATERWAYLOCþTIONMONTGOMERYT311ConococheagueCreek2miSEloofUptonN3947118IW775030STRUCTURALDATATYPFTwospanprestressedconcretebèxbeamYEABUILT1970PlaqueDECKCompositereinforcedconcretestab4thickBEASSPACING64x3023x30prestressedadjacentcncreteboxbeamsSUBSTRUCTUREConcretepierabutmentsadwingwallsPARPETSConcretewithaluminumrilingsSKEti90NOOFSPANSTwoCLERPANSALONGt680168011360WIDHBETWEENPARAPETS280VEICALCLEARUNDER145INNTORYLOADRATINGHS20 BRIDGEjIDENTIFICAIONINFORMATIONNIItsROADWAYDATAWIDTHOFAPPROACH140PAVEMENTTYPEGranularALIGNMENTPoorSharphorizonta1curvebothendsEXISTINGSIGNS23TonLimit2OneLaneBridgeCOMMENTSDuetohistoricaisignificanceofthisstructurethepostedloadshouldremainataminimumLOCATIONDATAFRANKLINCOUNTYBRIDGE120TOWSHIPRoulEMONTGOMERYT328WATRWAYLocATIONLickingCreek5misEloMercersburgN394713IW775117STRUCTURALDATATYPtCoveredtimberthrutrussYEABUILT1883Previousreport1957RepairedDECWoodenplankBEAf1SSPACINGTimberf1rbms4x11@90clcand7timberstringers4rx7@24ccSUBTRUCTUREMasonryabutmentsandwngwa11sPARAPETSWoodencurbsSKEfW90NOrOFSPANSOneCLqARSPANSALONGt735wrqTHBETWEENPARAPETS118VETICALCLEARUNDER100OVER136INVENTORYLOADRATINGH33 BRIDGE4IDENTIFICATIONINFORMATIONNIDATAWIDTHOFAPPROACH110PAVEMENTTYPEBituminousALIGNMENTPoorsteepapproachesandpoorsightdistanceEXISTINGSIGNS210TonWeightLimitCOMMENTSShouldreceiveperiodicinspectiontoevaluatescouroffootingandconditionofpaintwhichisstartingtodeterioateatflangesoffloorstringersandbeamþLOCATIONDATAFRAKLINCOUNTYBRIDGE121TOWHSHIPROUtEMONTGOMERYT330HeiseysWATtRWAYLOCTIONConococheagueCreek4miSEoMercersburgN394746IW775133STRUCTURALDATATYPTwospansteelcontinuousgirderYEABUILT1904Renovated1962DECt3BordenroadwaygratingBESSPACING9firbms510X254@j475cicand7stringersW8x65@20ccSUBTRUCTUREConcretepiermasonrya4dconcreteabutmentsPARPETSGirderwithsteelpiperailingsSKEWí90NOOFSPANSTwoCLERSPANSALONGt6306301260WrDHBETWEENPARAPETS130VERICALCLEARUNDER140INNTORYLOADRATINGH10 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BRIDGEJIDENTIFICAfTlONtINFORMATIONHNIyKe75YrCTJgII0M3100gii4iSt1ISROADWAYDATAWIDTHOPAPPROACH180PAVEMENTTYPEBitmninousALIGNMENTGoodEXISTINGSIGNSNoneCOMMENTSRoadwayhassettledatbothabutmentsPlansfiledatNflofficeIllAHPLOCATIONDATAFRAKLINCOUNTYBRIDGE123TOWSHIPROUtEMONTGOMERYT313WATRWAYLOCTIONTributarytoLickingCreek5miSoMercersburgN394604W775345STRUCTURALDATATYPOnespanprestressedconcretedþubleTbeamYEAkBUILT1966DECBituminouswearingsurfaceBEAMSSPACING34225F4restressedadjacentconcretedoubleIibeamISUBTRUCTUREConcreteabutmentsdwingwallsPAPETSConcretewithaluminmnailingsSK81No1OFSPANSOneCLARSPANSALONGtwrTHBETWEENPARAPETSVETICALCLEARUNDER20028050INENTORYLOADRATINGHS20 BRIDGEIIDENTIFIC1T10NINFORMATIONI1NILOCATIONDATAáIJJJJri1iFRAKLINCOUNTYBRIDGEIiTOWSHIPMONTGOMERY124TROutrEWATRWAYLOCTIONT307Jj7joLickingCreek5miSoMercersburgN394614W7757118L1SROADWAYirSTRUCTURALDATADATATYOnespanprestressedconcreteoxbeamWIDTHOFAPPROACH180YEfBUILT1965PAVEMENTTYPEBituminousDEdKCompositereinforcedconcretelab4thickì13EtJMsSPACING721x48prestressedadjacentconcreteboxbeamsAllGNMENTGoodEXISTINGSIGNSNoneSUTRUCTUREConcreteabutmentsfndwingwa11siPAÞETSConcretewithaluminumai1ingsCOMMENTSSK80iNO1OFSPANSOneCLt1ARSPANSALONGtIWIqTHBETWEENPARAPETS580287VETICALCLEARUNDER50P1anfiledatNHIofficeIAINENTORYLOADATINGHS20 BRIDGEtINFORMATIONIDENTIFICArIONIrSNISROADWAYDATAWIDTHOFAPPROACH1201PAVEMENTTYPEBituminousALIGNMENTGoodEXISTINGSIGNSNoneCOMMENTSPlansfiledatNHIofficenLOCATIONDATAFRAKLINCOUNTYSRIDGE125TOWSHIPRou1EWATRWAYMONTGOMERYT334ConococheagueCreekLOCTION15miEoWelshRunN394618W7749126STRUCTURALDATATYThreespanprestressedconcretebeamYERBUILT1967DEqKConcrete75thickBE4MSSPACING320x30pretressedconcreteIbes@5751ccSUSTRUCTUREConcretepiersabutmentsndwingwa11sPAAPETSConcretewithaluminumailingsSKrW65NolOFSPANSThreeCARSPANSALONGt547f53854711633ìWIþTHBETWEENPARAÞETS140VetRTICALCLEARUNDER1471íIVENTORYlOADRATINGlIS20 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IIDENTIFIC1TIONIiBRIDGEIDATAWIDTHOFAPPROACH225PAVEMENTTYPEBituminousAllGNMENTGoodEXISTINGSIGNSNoneCOMMENTSRepointedbyCountyCommissionersduring1975INFORMATIONLOCATIONIuvunDATAFRAKLINCOUNTYBRIDGE131TOWtlSHIPLCHAMBERSBURGBOROUGHRoutEWATfRWAYLOCTIONNoneConococheagueCreekWestKingstreetN395618W773946STRUCTURALTYPMasonryarchYEtBUILTI1828DECfDATABituminouswearingsurtaceaESSPACINGnaISUBSTRUCTUREMasonryPARAPETSMasonrySKt90NOOFSPANSCLARSPANSALONGtWITHBETWEENPARAPETSVE1TICALCLEARUNDEROneINENTORYLOADRATING750325160 BRIDGEIIDENTIFICATIONtINFORMATIONDATAWIDTHOfAPPROACH200PAVEMENTTYPEBituminousAllGNMENTGoodEXISTINGSIGNSNoneCOMMENTSConcretedeckisspalledbadlyReinforcingbarsareexposedRustispresentatbearingareasGirdersneedtobepaintedThisstructurerequiresperiodicmaintenanceandinspectionLOCATIONDATAFRAKLINCOUNTYBRIDGE132TowNsHIPCHAMBERSBURGBOROUGHiROUITENoneWATERWAYConococheagueCreekLOCATIONCommerceStreetN395644W773937SlRUCTURALDATATYETwospansteelgirderYERBUILT1926Renovated1958DEKConcreteBEMSSPACING10steelflrbms@50eachspanand2steelgirders@200SUSTRUCTUREConcietepierand4butmentsPAAPETSSteelgirderandsteelrailingsiSKEW90NOOFSPANSTwoCLARSPANSALONGt5405401080WlpTHBETWEENPARAPETS193VTICALCLEARUNDER113IENTORYLOADRATINGHS20 BRIDGEIIDENTIFCApONINFORMATIONJNITDATAWIDTHOFAPPROACH130PAVEMENTTYPEBituminousAllGNMENTFairEXISTINGSIGNS23TonWeightLimit2OneLaneBridgeCOMMENTSMasonryabutmentsneedpointingSlabisspal1ingandcrackingBearingsencasedinconcretepierareokayRecommendretainingthe3tonlimitLOCATIONDATAFRAKLINCOUNTYBRIDGE133TOWIISHIPROUTELURGANT644Mowersvil1eRoadWATRWAYLOCTIONPaxtonRunBoroughofMowersvi11e400655W773509STRUCTURALDATATYPETwospansteelthrutrussYEiRBUILTOriginaldateunknownRemovated1921DEqK12concreteBE4MSSPACINGMasonryabutmentsandqoncretepierSUSTRUCTUREPAAPETSSteeltrussandconcretecurbsSKW90iNOrOFSPANSTwoCLFAR5PANSALONGt217217434IWIDTHBETWEENPARAÞETS125VETICALCLEARUNDER70IENTORYLOADRATINGUndeterminable 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