20230621101414001.0FALSEBTS_BRIDGE_JUN2259097.299100793473.11660063997.751400781332.11600010.340ArcSDE Connection002ProjectedGCS_North_American_1983_HARNLinear Unit: Meter (1.000000)NAD_1983_HARN_Florida_GDL_Albers<ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/3.1.0'><WKT>PROJCS[&quot;NAD_1983_HARN_Florida_GDL_Albers&quot;,GEOGCS[&quot;GCS_North_American_1983_HARN&quot;,DATUM[&quot;D_North_American_1983_HARN&quot;,SPHEROID[&quot;GRS_1980&quot;,6378137.0,298.257222101]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Albers&quot;],PARAMETER[&quot;False_Easting&quot;,400000.0],PARAMETER[&quot;False_Northing&quot;,0.0],PARAMETER[&quot;Central_Meridian&quot;,-84.0],PARAMETER[&quot;Standard_Parallel_1&quot;,24.0],PARAMETER[&quot;Standard_Parallel_2&quot;,31.5],PARAMETER[&quot;Latitude_Of_Origin&quot;,24.0],UNIT[&quot;Meter&quot;,1.0],AUTHORITY[&quot;EPSG&quot;,3087]]</WKT><XOrigin>-19550100</XOrigin><YOrigin>-7526400</YOrigin><XYScale>10000</XYScale><ZOrigin>0</ZOrigin><ZScale>1</ZScale><MOrigin>0</MOrigin><MScale>1</MScale><XYTolerance>0.001</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>3087</WKID><LatestWKID>3087</LatestWKID></ProjectedCoordinateSystem>20230704121546002023070412154600FGDC1500000005000FGDC CSDGM Metadatadataset20230704ArcGIS Metadata1.00.340Florida Geographic Data Library (FGDL)431 Architecture PO Box 115706Web site: http://www.fgdl.orgGainesvilleFL32611-5706USNoneDOWNLOADABLE DATAhttps://www.fgdl.org/Enterprise Geodatabase Feature ClassNational Bridge Inventory in Florida - June 20222008-07-01T00:00:002022-06-15T00:00:00vector digital dataState of Florida<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>This dataset contains a subset of the National Bridge Inventory dataset as of June 15, 2022 from the Federal Highway Administration (FHWA) and is part of the U.S. Department of Transportation (USDOT)/Bureau of Transportation Statistics (BTS) National Transportation Atlas Database (NTAD). The data describes almost 13,000 of the bridges located on public roads, including Interstate Highways, U.S. highways, State and county roads, as well as publicly-accessible bridges on Federal and Tribal lands within the state of Florida. The inventory data present a complete picture of the location, description, classification, and general condition data for each bridge. The element data present a breakdown of the condition of each structural and bridge management element for each bridge on the National Highway System (NHS). The Recording and Coding Guide for the Structure Inventory and Appraisal of the Nation's Bridges contains a detailed description of each data element including coding instructions and attribute definitions. The Coding Guide is available at: https://doi.org/10.21949/1519105.</SPAN></P></DIV></DIV></DIV>Data in the NBI is used to meet legislative reporting requirements and provide bridge owners, the Federal Highway Administration (FHWA) and the general public with information on the number and condition of the Nation’s bridges.Acknowledgment of the Federal Highway Administration (FHWA) and the Bureau of Transportation Statistics (BTS) [originator].Samantha LubkinFederal Highway Administration (FHWA)National Bridge and Tunnel Inventory Engineer202-366-15751200 New Jersey Ave. SEWashingtonDC20590USSamantha.Lubkin@dot.govNationalUSAelementconditionbridge elementsAtlasNational Transportation Atlas DatabaseBridgesDatabaseNTADBridgestructureinventoryTransportationNGDA Portfolio ThemesNational Geospatial Data AssetNGDATransportationISO 19115 Topic Categoriesstructuretransportationelementconditionbridge elementsAtlasNational Transportation Atlas DatabaseBridgesDatabaseNTADBridgestructureinventoryTransportationNational Geospatial Data AssetNGDATransportationstructuretransportationFlorida<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>NTAD datasets are intended for public usage and are not for sale/resale</SPAN></P></DIV></DIV></DIV>The Florida Geographic Data Library is a collection of Geospatial Data compiled by the University of Florida GeoPlan Center with support from the Florida Department of Transportation. GIS data available in FGDL is collected from various state, federal, and other agencies (data sources) who are data stewards, producers, or publishers. The data available in FGDL may not be the most current version of the data offered by the data source. University of Florida GeoPlan Center makes no guarantees about the currentness of the data and suggests that data users check with the data source to see if more recent versions of the data exist. Furthermore, the GIS data available in the FGDL are provided 'as is'. The University of Florida GeoPlan Center makes no warranties, guaranties or representations as to the truth, accuracy or completeness of the data provided by the data sources. The University of Florida GeoPlan Center makes no representations or warranties about the quality or suitability of the materials, either expressly or implied, including but not limited to any implied warranties of merchantability, fitness for a particular purpose, or non-infringement. The University of Florida GeoPlan Center shall not be liable for any damages suffered as a result of using, modifying, contributing or distributing the materials. A note about data scale: Scale is an important factor in data usage. Certain scale datasets are not suitable for some project, analysis, or modeling purposes. Please be sure you are using the best available data. 1:24000 scale datasets are recommended for projects that are at the county level. 1:24000 data should NOT be used for high accuracy base mapping such as property parcel boundaries. 1:100000 scale datasets are recommended for projects that are at the multi-county or regional level. 1:125000 scale datasets are recommended for projects that are at the regional or state level or larger. Vector datasets with no defined scale or accuracy should be considered suspect. Make sure you are familiar with your data before using it for projects or analysis. Every effort has been made to supply the user with data documentation. For additional information, see the References section and the Data Source Contact section of this documentation.See access and use constraints information.unrestricted2008-07-012008-07-01Version 6.2 (Build 9200) ; Esri ArcGIS 10.8.1.14362true-174.182281070.2164501-87.571817-79.87775831.04038124.521681last updated: 2023-02-28T00:00:00UnknownData set is considered complete for the information presented, as described in the abstract. Users are advised to read the rest of the metadata record carefully for additional details.UnknownUnknown23 CFR 650 Subpart C (National Bridge Inspection Standards) requires that States, federal agencies, and tribal governments maintain an inventory of all public highway bridges within their jurisdiction, and submit that data to the Federal Highway Administration (FHWA) annually or as requested. Bridges that are not federally or tribally owned (i.e. local or privately owned bridges) are submitted by the State. Regulation requires data to be submitted March 15th of each year, though there may be updates throughout the year. The dataset is archived on December 31st and typically published in January.The GeoPlan Center took the following steps during the QA/QC process: - Downloaded the dataset from BTS on 3/28/2023 using this link: https://geodata.bts.gov/datasets/usdot::national-bridge-inventory (in the form of a shapefile in the WGS 1984 geographic coordinate system) - Dataset projected into the FGDL Albers HPGN projection using WGS_1984_(ITRF00)_To_NAD_1983 + NAD_1983_To_HARN_Florida. - GOOGLEMAP, LAT_DD, LONG_DD, and MGRS fields added - FGDLAQDATE field added based on the date the dataset was downloaded from source. - DESCRIPT field added based on a combination of [FEATURES_D], [FACILITY_C], and [LOCATION_0] - Uppercased appropriate records in the dataset. - Deleted 7 features in the atlantic ocean outside the FGDL extent. ID's 140162, 100847, 900020, 930558, 724362,159008, 860632, from structure_ field. 2023-03-28T00:00:00GeoPlan CenterSpatial and Attribute InformationThis data is provided 'as is'. GeoPlan relied on the integrity of the original data layer's topology.This data is provided 'as is' by GeoPlan and is complete to our knowledge.GeoPlan relied on the integrity of the attribute information within the original data.This data is provided 'as is' and its horizontal positional accuracy has not been verified by GeoPlan.This data is provided 'as is' and its vertical positional accuracy has not been verified by GeoPlan.012733EPSG6.12(9.2.0)BTS_BRIDGE_JUN22Feature Class12733BTS_BRIDGE_2023.DBFBureau of Transportation StatisticsOBJECTIDOBJECTIDOID4100Internal feature number.EsriSequential unique whole numbers that are automatically generated.ShapeFeature geometryESRICoordinates defining the featuresGeometry8SHAPE00STATE_CODESTATE_CODEString200State FIPS CodeFHWASTRUCTURE_STRUCTURE_String1500Unique structure number assigned to the bridge. FHWARECORD_TYPRECORD_TYPString100"On" or "Under" record.FHWA1Route carried "on" the structure FHWA2Single route goes "under" the structureFHWAA through ZMultiple routes go "under" the structureFHWAROUTE_PREFROUTE_PREFString100Indicates class of primary routeFHWA1Interstate highwayFHWA2U.S. numbered highwayFHWA3State highwayFHWA4County highwayFHWA5City streetFHWA6Federal lands roadFHWA7State lands roadFHWA8Other (include toll roads not otherwise indicated or identified above)FHWASERVICE_LESERVICE_LEString100Level of service for the inventory route: 0 - None of the below 1 - Mainline 2 - Alternate 3 - Bypass 4 - Spur 6 - Business 7 - Ramp, Wye, Connector, etc. 8 - Service and/or unclassified frontage roadFHWAROUTE_NUMBROUTE_NUMBString500 Route number of the primary route. FHWADIRECTION_DIRECTION_String100Directional suffix that is part of the route number, if applicable. 0 - N/A 1 - North 2 - East 3 - South 4 - WestFHWAHIGHWAY_DIHIGHWAY_DIString200State or federal highway agency district code.FHWACOUNTY_CODCOUNTY_CODString300FIPS/ANSI County Code.FHWAPLACE_CODEPLACE_CODEString500FIPS/ANSI Place Code. FHWAFEATURES_DFEATURES_DString2800Name of feature passing under the bridge.FHWACRITICAL_FCRITICAL_FString100Critical Facility Indicator- obsoleteFHWAFACILITY_CFACILITY_CString2000Name of facility carried by the bridge.FHWALOCATION_0LOCATION_0String2500Narrative description of bridge locationFHWAMIN_VERT_CMIN_VERT_CDouble8388Minimum vertical clearance over the inventory route. FHWAKILOPOINT_KILOPOINT_Double8388LRS kilometer point consistent with HPMS. FHWABASE_HWY_NBASE_HWY_NString100Indicates whether the bridge is on the Base Highway Network. 0 - Inventory Route is not on the Base Network 1 - Inventory Route is on the Base NetworkFHWALRS_INV_ROLRS_INV_ROString1000LRS route number. This should be compatible with HPMS. FHWANational Bridge Inventory (NBI) Coding Guide Federal Highway Administration (FHWA)SUBROUTE_NSUBROUTE_NString200LRS subroute number. FHWALAT_016Latitude in DMS format.FHWANational Bridge Inventory (NBI) Coding GuideFederal Highway Administration (FHWA)String8LAT_01600LONG_017Longitude in DMS format. Negative is implied.FHWANational Bridge Inventory (NBI) Coding GuideFederal Highway Administration (FHWA)String9LONG_01700DETOUR_KILDETOUR_KILInteger450Additional travel for a vehicle that would result from closing the bridge.FHWATOLL_020Toll status of the bridge. 1 - Toll bridge. Tolls are paid specifically to use the structure. 2 - On toll road. The structure carries a toll road, that is, tolls are paid to use the facility, which includes both the highway and the structure. 3 - On free road. The structure is toll-free and carries a toll-free highway. 4 - On Interstate toll segment under Secretarial Agreement. Structure functions as a part of the toll segment. 5 - Toll bridge is a segment under Secretarial Agreement. Structure is separate agreement from highway segment. FHWA1Toll bridge. Tolls are paid specifically to use the structure. FHWA2On toll road. The structure carries a toll road, that is, tolls are paid to use the facility, which includes both the highway and the structure.FHWA3On free road. The structure is toll-free and carries a toll-free highway.FHWA4On Interstate toll segment under Secretarial Agreement. Structure functions as a part of the toll segment.FHWA5Toll bridge is a segment under Secretarial Agreement. Structure is separate agreement from highway segment.FHWAString1TOLL_02000MAINTENANCMAINTENANCString200Agency responsible for bridge maintenance. 01 - State Highway Agency 02 - County Highway Agency 03 - Town or Township Highway Agency 04 - City or Municipal Highway Agency 11 - State Park, Forest, or Reservation Agency 12 - Local Park, Forest, or Reservation Agency 21 - Other State Agencies 25 - Other Local Agencies 26 - Private (other than railroad) 27 - Railroad 31 - State Toll Authority 32 - Local Toll Authority 40 - Other Public Entity (i.e. Airport or Transit Authority) 56 - U.S. Department of Veterans Affairs 57 - GSA 58 - Zoo/Smithsonian 59 - NSA 60 - Other Federal Agencies (not listed below) 61 - Indian Tribal Government 62 - Bureau of Indian Affairs 63 - U.S. Fish and Wildlife Service 64 - U.S. Forest Service 66 - National Park Service 67 - Tennessee Valley Authority 68 - Bureau of Land Management 69 - Bureau of Reclamation 70 - Corps of Engineers (Civil) 72 - Air Force 73 - Navy/Marines 74 - Army 75 - NASA 76 - Metropolitan Washington Airports Service 77 - Pentagon 78 - USDA/ARS 79 - DOE 80 - Other or UnknownFHWAOWNER_022Agency that owns the bridge. 01 - State Highway Agency 02 - County Highway Agency 03 - Town or Township Highway Agency 04 - City or Municipal Highway Agency 11 - State Park, Forest, or Reservation Agency 12 - Local Park, Forest, or Reservation Agency 21 - Other State Agencies 25 - Other Local Agencies 26 - Private (other than railroad) 27 - Railroad 31 - State Toll Authority 32 - Local Toll Authority 40 - Other Public Entity (i.e. Airport or Transit Authority) 56 - U.S. Department of Veterans Affairs 57 - GSA 58 - Zoo/Smithsonian 59 - NSA 60 - Other Federal Agencies (not listed below) 61 - Indian Tribal Government 62 - Bureau of Indian Affairs 63 - U.S. Fish and Wildlife Service 64 - U.S. Forest Service 66 - National Park Service 67 - Tennessee Valley Authority 68 - Bureau of Land Management 69 - Bureau of Reclamation 70 - Corps of Engineers (Civil) 72 - Air Force 73 - Navy/Marines 74 - Army 75 - NASA 76 - Metropolitan Washington Airports Service 77 - Pentagon 78 - USDA/ARS 79 - DOE 80 - Other or Unknown FHWA01State Highway AgencyFHWA02County Highway AgencyFHWA03Town or Township Highway AgencyFHWA04City or Municipal Highway AgencyFHWA11State Park, Forest, or Reservation AgencyFHWA12Local Park, Forest, or Reservation AgencyFHWA21Other State AgenciesFHWA25Other Local AgenciesFHWA26Private (other than railroad)FHWA27RailroadFHWA31State Toll AuthorityFHWA32Local Toll AuthorityFHWA40Other Public Entity (i.e. Airport or Transit Authority)FHWA56U.S. Department of Veterans AffairsFHWA57GSAFHWA58Zoo/SmithsonianFHWA59NSAFHWA60Other Federal Agencies (not listed below)FHWA61Indian Tribal GovernmentFHWA62Bureau of Indian AffairsFHWA63U.S. Fish and Wildlife ServiceFHWA64U.S. Forest ServiceFHWA66National Park ServiceFHWA67Tennessee Valley AuthorityFHWA68Bureau of Land ManagementFHWA69Bureau of ReclamationFHWA70Corps of Engineers (Civil)FHWA72Air ForceFHWA73Navy/MarinesFHWA74ArmyFHWA75NASA FHWA76Metropolitan Washington Airports ServiceFHWA77PentagonFHWA78USDA/ARSFHWA79DOEFHWA80Other or UnknownFHWAString2OWNER_02200FUNCTIONALFUNCTIONALString200Functional class of the inventory route, consistent with HPMS. 01, 11 - Principal Arterial- Interstate 02 - Principal Arterial - Other 06, 16 - Minor Arterial 07 - Major Collector 08 - Minor Collector 09, 19 - Local 12 - Principal Arterial- Other Freeways or Expressways 14 - Other Principal Arterial 17 - Collector FHWAYEAR_BUILTYEAR_BUILTInteger450Year bridge construction was completed. FHWATRAFFIC_LATRAFFIC_LAString200Number of lanes carried by the bridgeFHWATRAFFIC__1TRAFFIC__1String200ADT_029Annual average daily traffic for the inventory route.FHWANational Bridge Inventory (NBI) Coding GuideFederal Highway Administration (FHWA)LongADT_0294100YEAR_ADT_0YEAR_ADT_0Integer450Year ADT was collected. FHWADESIGN_LOADESIGN_LOAString100Live load for which the bridge was designed. 1 - M 9 2 - M 13.5 3 - MS 13.5 4 - M18 5 - MS18 6 - MS 18+Mod 7 - Pedestrian 8 - Railroad 9 - MS 22.5 or greater, HS 25 or greater 0 - Other or Unknown A - HL93 B - Greater than HL93 C - Other or unknown FHWAAPPR_WIDTHAPPR_WIDTHDouble8388Normal width of usable roadway approaching the bridge, including shoulders. FHWAMEDIAN_CODMEDIAN_CODString100Indicates whether a median exists, and what type. 0 - No median 1 - Open median 2 - Closed median (no barrier) 3 - Closed median with non-mountable barriers FHWADEGREES_SKDEGREES_SKInteger450The angle between the centerline of a pier and a line normal to the roadway centerline. FHWASTRUCTUR_1STRUCTUR_1String100Indicates if the bridge is flared. 0 - No flare 1 - Yes, flaredFHWARAILINGS_0RAILINGS_0String100Indicates whether the bridge railing design meets currently acceptable standards. 0 - Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided. 1 - Inspected feature meets currently acceptable standards. N - Not applicable or a safety feature is not required. FHWATRANSITIONTRANSITIONString100Indicates whether the design of the transition from approach guardrail to bridge railing meets currently acceptable standards. 0 - Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided. 1 - Inspected feature meets currently acceptable standards. N - Not applicable or a safety feature is not required. FHWAAPPR_RAIL_APPR_RAIL_String100Indicates whether the approach guardrail design meets currently acceptable standards 0 - Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided. 1 - Inspected feature meets currently acceptable standards. N - Not applicable or a safety feature is not required. FHWAAPPR_RAI_1APPR_RAI_1String100HISTORY_03HISTORY_03String100Indicates whether the bridge is historically significant. 1 - Bridge is on the National Register of Historic Places. 2 - Bridge is eligible for the National Register of Historic Places. 3 - Bridge is possibly eligible for the National Register of Historic Places (requires further investigation before determination can be made) or bridge is on a State or local historic register. 4 - Historical significance is not determinable at this time. 5 - Bridge is not eligible for the National Register of Historic Places. FHWANAVIGATIONNAVIGATIONString100 Indicates whether navigation control (bridge permit) is required. N - Not applicable, no waterway 0 - No navigation control on waterway (bridge permit not required). 1 - Navigation control on waterway ( bridge permit required). FHWANAV_VERT_CNAV_VERT_CDouble8388Vertical clearance that is allowable for navigation purposes, as indicated on the navigation permit when required. FHWA NAV_HORR_CNAV_HORR_CDouble8388Horizontal clearance that is allowable for navigation purposes, as indicated on the navigation permit when required. A - Open, no restriction B - Open, posting recommended but not legally implemented (all signs not in place or not correctly implemented) D - Open, would be posted or closed except for temporary shoring, etc. to allow for unrestricted traffic. E - Open, temporary structure in place to carry legal loads while original structure is closed and awaiting replacement or rehabilitation G - New structure not yet open to traffic K - Bridge closed to all traffic P - Posted for load (may include other restrictions such as temporary bridges which are load posted) R - Posted for other load-capacity restriction (speed, number of vehicles on bridge, etc.) FHWAOPEN_CLOSEOPEN_CLOSEString100Indicates the posting status of the bridge.FHWASERVICE_ONSERVICE_ONString100Type of service carried by the bridge. 1 - Highway 2 - Railroad 3 - Pedestrian-bicycle 4 - Highway-railroad 5 -Highway-pedestrian 6 - Overpass structure at an interchange or second level of a multilevel interchange 7 - Third level (Interchange) 8 - Fourth level (Interchange) 9 - Building or plaza 0 - Other FHWASERVICE_UNSERVICE_UNString100Type of service that passes under the bridge. 1 - Highway, with or without pedestrian 2 - Railroad 3 - Pedestrian-bicycle 4 - Highway -railroad 5 - Waterway 6 - Highway-Waterway 7 - Railroad-Waterway 8 - Highway-Waterway 9 - Relief for Waterway 0 - Other FHWASTRUCTUR_2STRUCTUR_2String100Primary superstructure material in main spans. 1 - Concrete 2 - Concrete continuous 3 - Steel 4 - Steel continuous 5 - Prestressed concrete 6 - Prestressed concrete continuous 7 - Wood or Timber 8 - Masonry 9 - Aluminum, Wrought Iron, or Cast Iron 0 - Other FHWASTRUCTUR_3STRUCTUR_3String200Predominant superstructure design/construction type in main spans. 1 - Slab 2 - Stringer/Multi-beam or Grider 3 - Grider and Floorbeam System 4 - Tee Beam 5 - Box Beam or Girders - Multiple 6 - Box Beam or Girders - Single or Spread 7 - Frame (except frame culverts) 8 - Orthotropic 9 - Truss - Deck 10 - Truss - Thru 11 - Arch - Deck 12 - Arch - Thru 13 - Suspension 14 - Stayed Girder 15 - Movable - Lift 16 - Movable - Bascule 17 - Movable - Swing 18 - Tunnel 19 - Culvert (includes frame culverts) 20 - Mixed Types 21 - Segmental Box Girder 22 - Channel Beam 00 - OtherFHWAAPPR_KIND_APPR_KIND_String100Primary superstructure material in approach spans. 1 - Concrete 2 - Concrete continuous 3 - Steel 4 - Steel continuous 5 - Prestressed concrete 6 - Prestressed concrete continuous 7 - Wood or Timber 8 - Masonry 9 - Aluminum, Wrought Iron, or Cast Iron 0 - Other FHWAAPPR_TYPE_APPR_TYPE_String200Predominant superstructure design/construction type in approach spans. 1 - Slab 2 - Stringer/Multi-beam or Grider 3 - Grider and Floorbeam System 4 - Tee Beam 5 - Box Beam or Girders - Multiple 6 - Box Beam or Girders - Single or Spread 7 - Frame (except frame culverts) 8 - Orthotropic 9 - Truss - Deck 10 - Truss - Thru 11 - Arch - Deck 12 - Arch - Thru 13 - Suspension 14 - Stayed Girder 15 - Movable - Lift 16 - Movable - Bascule 17 - Movable - Swing 18 - Tunnel 19 - Culvert (includes frame culverts) 20 - Mixed Types 21 - Segmental Box Girder 22 - Channel Beam 00 - OtherFHWAMAIN_UNIT_MAIN_UNIT_Integer450Number of main spans.FHWAAPPR_SPANSAPPR_SPANSInteger450Number of approach spansFHWAHORR_CLR_MHORR_CLR_MDouble8388Total horizontal clearance between restrictions for the inventory route. FHWAMAX_SPAN_LMAX_SPAN_LDouble8388Length of maximum span.FHWASTRUCTUR_4STRUCTUR_4Double8388Length of roadway which is supported on the bridge structure, measured along roadway centerline.FHWALEFT_CURB_LEFT_CURB_Double8388Width of the left curb or sidewalk.FHWARIGHT_CURBRIGHT_CURBDouble8388Width of the right curb or sidewalk. FHWAROADWAY_WIROADWAY_WIDouble8388Most restrictive minimum distance between curbs or rails on the structure roadway.FHWADECK_WIDTHDECK_WIDTHDouble8388Out-to-out deck width. If the structure is a through structure, the number represents the lateral clearance between superstructure members. Where the roadway is on a fill carried across a pipe or box culvert and the culvert headwalls do not affect the flow of traffic, this is coded 0000. FHWAVERT_CLR_OVERT_CLR_ODouble8388Actual minimum vertical clearance over the bridge roadway, including shoulders, to any superstructure restriction. FHWAVERT_CLR_UVERT_CLR_UString100Indicates whether the reference feature under the bridge is a highway, a railroad, or neither. H: Highway beneath structure R: Railroad beneath structure N: Feature not a highway or railroad FHWAVERT_CLR_1VERT_CLR_1Double8388Minimum vertical clearance from the roadway (travel lanes only) or railroad track beneath the structure to the underside of the superstructure. FHWALAT_UND_RELAT_UND_REString100Indicates whether the reference feature under the bridge is a highway, a railroad, or neither. H: Highway beneath structure R: Railroad beneath structure N: Feature not a highway or railroad FHWALAT_UND_MTLAT_UND_MTDouble8388Minimum lateral underclearance on the right, measured from the right edge of the through roadway or the centerline of the railroad to the nearest obstruction. FHWALEFT_LAT_ULEFT_LAT_UDouble8388Minimum lateral underclearance on the left, measured from the right edge of the through roadway to the nearest obstruction.FHWADECK_COND_DECK_COND_String100Overall condition rating of the deck. N - Not applicable 9 - EXCELLENT CONDITION 8 - VERY GOOD CONDITION - no problems noted 7 - GOOD CONDITION - some minor problems 6 - SATISFACTORY CONDITION - structural elements show some minor deterioration 5 - FAIR CONDITION - all primary structural elements are sound but may have minor section loss, cracking, spalling or scour. 4 - POOR CONDITION - advanced section loss, deterioration, spalling or scour. 3 - SERIOUS CONDITION - loss of section, deterioration, spalling or scour have seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present. 2 - CRITICAL CONDITION - advanced deterioration of primary structural elements. Fatigue cracks in steel or shear cracks in concrete may be present or scour may have removed substructure support. Unless closely monitored it may be necessary to close the bridge until corrective action is taken 1 - "IMMINENT" FAILURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability. Bridge is closed to traffic but corrective action may put back in light service. 0 - FAILED CONDITION - out of service - beyond corrective action. FHWASUPERSTRUCSUPERSTRUCString100Overall condition rating of the superstructure. N - Not applicable 9 - EXCELLENT CONDITION 8 - VERY GOOD CONDITION - no problems noted 7 - GOOD CONDITION - some minor problems 6 - SATISFACTORY CONDITION - structural elements show some minor deterioration 5 - FAIR CONDITION - all primary structural elements are sound but may have minor section loss, cracking, spalling or scour. 4 - POOR CONDITION - advanced section loss, deterioration, spalling or scour. 3 - SERIOUS CONDITION - loss of section, deterioration, spalling or scour have seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present. 2 - CRITICAL CONDITION - advanced deterioration of primary structural elements. Fatigue cracks in steel or shear cracks in concrete may be present or scour may have removed substructure support. Unless closely monitored it may be necessary to close the bridge until corrective action is taken 1 - "IMMINENT" FAILURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability. Bridge is closed to traffic but corrective action may put back in light service. 0 - FAILED CONDITION - out of service - beyond corrective action. FHWASUBSTRUCTUSUBSTRUCTUString100Overall condition rating of the substructure. N - Not applicable 9 - EXCELLENT CONDITION 8 - VERY GOOD CONDITION - no problems noted 7 - GOOD CONDITION - some minor problems 6 - SATISFACTORY CONDITION - structural elements show some minor deterioration 5 - FAIR CONDITION - all primary structural elements are sound but may have minor section loss, cracking, spalling or scour. 4 - POOR CONDITION - advanced section loss, deterioration, spalling or scour. 3 - SERIOUS CONDITION - loss of section, deterioration, spalling or scour have seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present. 2 - CRITICAL CONDITION - advanced deterioration of primary structural elements. Fatigue cracks in steel or shear cracks in concrete may be present or scour may have removed substructure support. Unless closely monitored it may be necessary to close the bridge until corrective action is taken 1 - "IMMINENT" FAILURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability. Bridge is closed to traffic but corrective action may put back in light service. 0 - FAILED CONDITION - out of service - beyond corrective action. FHWACHANNEL_COCHANNEL_COString100Overall condition rating of the channel and channel protection. N - Not applicable 9 - EXCELLENT CONDITION 8 - VERY GOOD CONDITION - no problems noted 7 - GOOD CONDITION - some minor problems 6 - SATISFACTORY CONDITION - structural elements show some minor deterioration 5 - FAIR CONDITION - all primary structural elements are sound but may have minor section loss, cracking, spalling or scour. 4 - POOR CONDITION - advanced section loss, deterioration, spalling or scour. 3 - SERIOUS CONDITION - loss of section, deterioration, spalling or scour have seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present. 2 - CRITICAL CONDITION - advanced deterioration of primary structural elements. Fatigue cracks in steel or shear cracks in concrete may be present or scour may have removed substructure support. Unless closely monitored it may be necessary to close the bridge until corrective action is taken 1 - "IMMINENT" FAILURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability. Bridge is closed to traffic but corrective action may put back in light service. 0 - FAILED CONDITION - out of service - beyond corrective action. FHWACULVERT_COCULVERT_COString100Overall condition rating of the culvert. N - Not applicable. Use if structure is not a culvert 9 - No deficiencies. 8 - No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. 7 - Shrinkage cracks, light scaling, and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occurred near curtain walls, wingwalls, or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. 6 - Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls, or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. 5 - Moderate to major deterioration or disintegration, extensive cracking and leaching, or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls, or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. 4 - Large spalls, heavy scaling, wide cracks, considerable efflorescence, or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. 3 - Any condition described in Code 4 but which is excessive in scope. Severe movement or differential settlement of the segments, or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and deflection in one section, extensive corrosion, or deep pitting with scattered perforations. 2 - Integral wingwalls collapsed, severe settlement of roadway due to loss of fill. Section of culvert may have failed and can no longer support embankment. Complete undermining at curtain walls and pipes. Corrective action required to maintain traffic. Metal culverts have extreme distortion and deflection throughout with extensive perforations due to corrosion. 1 - Bridge closed. Corrective action may put back in light service. 0 - Bridge closed. Replacement necessary FHWAOPR_RATINGOPR_RATINGString100Indicates which load rating method was used to determine the Operating Rating. 1 - Load Factor (LF) 2 - Allowable Stress (AS) 3 - Load and Resistance Factor (LRFR) 4 - Load Testing 5 - No rating analysis or evaluation performed 6 - Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading 7 - Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading 8 - Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings A - Assigned rating based on Load Factor Design (LFD) reported in metric tons B - Assigned ratings based on Allowable Stress Design (ASD) reported in metric ton C - Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons D - Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading E - Assigned ratings based on Allowable Stress Design (ASD) reported by rating factor (RF) using MS18 loadings F - Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings 0 - Field evaluation and documented engineering judgement FHWAOPERATING_OPERATING_Double8388Absolute maximum permissible load level to which the structure may be subjected for the vehicle type used in the rating.FHWAINV_RATINGINV_RATINGString100Indicates which load rating method was used to determine the Inventory Rating. 1 - Load Factor (LF) 2 - Allowable Stress (AS) 3 - Load and Resistance Factor (LRFR) 4 - Load Testing 5 - No rating analysis or evaluation performed 6 - Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading 7 - Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading 8 - Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings A - Assigned rating based on Load Factor Design (LFD) reported in metric tons B - Assigned ratings based on Allowable Stress Design (ASD) reported in metric ton C - Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons D - Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading E - Assigned ratings based on Allowable Stress Design (ASD) reported by rating factor (RF) using MS18 loadings F - Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings 0 - Field evaluation and documented engineering judgement FHWAINVENTORY_INVENTORY_Double8388Load level which can safely utilize an existing structure for an indefinite period of time. FHWASTRUCTURALSTRUCTURALString100OBSOLETEFHWADECK_GEOMEDECK_GEOMEString100OBSOLETEFHWAUNDCLRENCEUNDCLRENCEString100OBSOLETEFHWAPOSTING_EVPOSTING_EVString100Load capacity of a bridge in comparison to the State legal load. Indicates whether posting is required. 5 - Equal to or above legal loads 4 - 0.1-9.9% below 3 - 10.0-19.9% below 2 - 20.0-29.9% below 1 - 30.0 - 39.9% below 0 - > 39.99% below FHWAWATERWAY_EWATERWAY_EString100This item appraises the waterway opening with respect to passage of flow through the bridge. FHWAAPPR_ROAD_APPR_ROAD_String100Adequacy of the approach roadway alignment. FHWAWORK_PROPOWORK_PROPOString200Type of work proposed to be accomplished on the structure to improve it to the point that it will provide the type of service needed. 31 - Replacement of bridge or other structure because of substandard load carrying capacity or substandard bridge roadway geometry. 32 - Replacement of bridge or other structure because of relocation of road. 33 - Widening of existing bridge or other major structure without deck rehabilitation or replacement; includes culvert lengthening. 34 - Widening of existing bridge with deck rehabilitation or replacement. 35 - Bridge rehabilitation because of general structure deterioration or inadequate strength. 36 - Bridge deck rehabilitation with only incidental widening. 37 - Bridge deck replacement with only incidental widening. 38 - Other structural work, including hydraulic replacements. FHWAWORK_DONE_WORK_DONE_String100Indicates whether the proposed work is to be done by contract or force account. 1 - Work to be done by contract 2 - Work to be done by owner's forcesFHWAIMP_LEN_MTIMP_LEN_MTDouble8388Length of the proposed bridge improvement. FHWADATE_OF_INDATE_OF_INString400Month and year that the last routine inspection of the structure was performed.FHWAINSPECT_FRINSPECT_FRInteger450Number of months between designated inspections of the structure. FHWAFRACTURE_0FRACTURE_0String300Indicates whether the bridge has fracture critical details that require inspection and the number of months between fracture critical inspections.FHWAUNDWATER_LUNDWATER_LString300Indicates whether an underwater inspection is required and the number of months between underwater inspections. FHWASPEC_INSPESPEC_INSPEString300Indicates whether the bridge has special features that require inspection and the number of months between special feature inspections. FHWAFRACTURE_LFRACTURE_LString400Month and year that the last fracture critical feature inspection was performed. FHWAUNDWATER_1UNDWATER_1String400Month and year that the last underwater inspection was performed.FHWASPEC_LAST_SPEC_LAST_String400Month and year that the last special feature inspection was performed. FHWABRIDGE_IMPBRIDGE_IMPInteger4100Estimated cost of the proposed bridge or major structure improvements in thousands of dollars. This cost shall include only bridge construction costs, excluding roadway, right of way, detour, demolition, preliminary engineering, etc. FHWAROADWAY_IMROADWAY_IMInteger4100Estimated cost of the proposed roadway improvement in thousands of dollars. This shall include only roadway construction costs, excluding bridge, right-of-way, detour, extensive roadway realignment costs, preliminary engineering, etc. FHWATOTAL_IMP_TOTAL_IMP_Integer4100Estimated total project cost in thousands of dollars, including incidental costs not included in Items 94 and 95. This item should include all costs normally associated with the proposed bridge improvement project. The Total Project Cost will therefore usually be greater than the sum of Items 94 and 95FHWAYEAR_OF_IMYEAR_OF_IMInteger450Year that the costs of work estimated in Item 94 - Bridge Improvement Cost, Item 95 - Roadway Improvement Cost, and Item 96 - Total Project Cost were based upon.FHWAOTHER_STATOTHER_STATString300Neighboring state or country code for border bridges. 3rd digit is obsolete. FHWAOTHER_ST_1OTHER_ST_1String200Indicates percent financial responsibility for the neighboring state for border bridges. FHWAOTHR_STATEOTHR_STATEString1500Neighboring state's structure number for border bridges.FHWASTRAHNET_HSTRAHNET_HString100Indicates whether a bridge is on a STRAHNET highway. 0 - The inventory route is not a STRAHNET 1 - The inventory route is on a Interstate STRAHNET route 2 - The inventory is on a Non-interstate STRAHNET route 3 - The inventory route is on a STRAHNET connector route FHWAPARALLEL_SPARALLEL_SString100Indicates situations where separate structures carry the inventory route in opposite directions of travel over the same feature. R - The right structure of parallel bridges carrying the roadway in the direction of the inventory. (For a STRAHNET highway, this is west to east and south to north. L - The left structure of parallel bridges. This structure carries traffic in the opposite direction. N - No parallel structure exists. FHWATRAFFIC_DITRAFFIC_DIString100Direction of traffic of the inventory route. 0 - Highway traffic not carried 1 - 1-way traffic 2 - 2-way traffic 3 - One lane bridge for 2-way traffic FHWATEMP_STRUCTEMP_STRUCString100Indicates situations where temporary structures or conditions exist to facilitate traffic flow. T - Temporary structure(s) or conditions existFHWAHIGHWAY_SYHIGHWAY_SYString100Indicates whether the inventory route is on the National Highway System (NHS). 0 - Inventory Route is not on the NHS 1 - Inventory Route is on the NHSFHWAFEDERAL_LAFEDERAL_LAString100Indicates structures owned by State and local jurisdictions on roads which lead to and traverse through federal lands and may be eligible to receive funding from the Federal Lands Highway Program. 0 - Not applicable 1 - Indian Reservation Road (IRR) 2 - Forest Highway (FH) 3 - Land Management Highway System (LMHS) 4 - Both IRR and FH 5 - Both IRR and LMHS 6 - Both FH and LMHS 9 - Combined IRR, FH, and LMHS FHWAYEAR_RECONYEAR_RECONInteger450Year the most recent reconstruction of the bridge was completedFHWADECK_STRUCDECK_STRUCString100Predominant type of deck system on the bridge. 1 - Concrete Cast-in-Place 2 - Concrete Precast panels 3 - Open Grating 4 - Closed Grating 5 - Steel plate (Includes orthotropic) 6 - Corrugated Steel 7 - Aluminum 8 - Wood or Timber 9 - Other N - Not applicable FHWASURFACE_TYSURFACE_TYString100Type of wearing surface on the bridge deck. 1 - Monolithic Concrete (concurrently placed with structural deck) 2 - Integral Concrete (separate non-modified layer of concrete added to structural deck) 3 - Latex Concrete or similar additive 4 - Low Slump Concrete 5 - Epoxy Overlay 6 - Bituminous 7 - Wood or Timber 8 - Gravel 9 - Other 0 - None (no additional concrete thickness or wearing surface is included in the bridge deck) N - Not applicable FHWAMEMBRANE_TMEMBRANE_TString100Type of membrane protecting the deck. 1- Built-up 2 - Performed Fabric 3 - Epoxy 8 - Unknown 9 - Other 0 - None N - Not applicable FHWADECK_PROTEDECK_PROTEString100Type of internal deck protection. 1 - Epoxy Coating Reinforcing 2 - Galvanized Reinforcing 3 - Other Coated Reinforcing 4 - Cathodic Protection 6 - Polymer impregnated 7 - Internally Sealed 8 - Unknown 9 - Other 0 - None N - Not applicable FHWAPERCENT_ADPERCENT_ADInteger450Percentage of ADT that is truck traffic. FHWANATIONAL_NNATIONAL_NString100Indicates whether the bridge is on the national network for trucks. 0 - The inventory route is not part of the national network for trucks 1 - The inventory route is part of the national network for trucksFHWAPIER_PROTEPIER_PROTEString100Indicates the presence and adequacy of pier or abutment protection features such as fenders, dolphins, etc. When navigation protection is required. 1 - Navigation protection not required 2 - In place and functioning 3 - In place but in a deteriorated condition 4 - In place but reevaluation of design suggested 5 - None present but reevaluation suggested FHWABRIDGE_LENBRIDGE_LENString100Indicates whether the bridge meets or exceeds the minimum length specified to be designated as a bridge for National Bridge Inspection Standards purposes. Y - Yes N - NoFHWASCOUR_CRITSCOUR_CRITString100Current status of the bridge regarding its vulnerability to scour. N - Bridge not over waterway U - Bridge with "unknown" foundation that has not been evaluated forscour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from a bridge failure during and immediately after a flood event (see HEC 23). T - Bridge over "tidal" waters that has not been evaluated for scour, but considered low risk. Bridge will be monitored with regular inspection cycle and with appropriate underwater inspections until an evaluation is performed ("Unknown" foundations in "tidal" waters should be coded U.) 9 - Bridge foundations (including piles) on dry land well above flood water elevations. 8 - Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4 ), by calculation or by installation of properly designed countermeasures (see HEC 23). 7 - Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. 6 - Scour calculation/evaluation has not been made. (Use only to describe case where bridge has not yet been evaluated for scour potential.) 5 - Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (see HEC 23). 4 - Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (see HEC 23). 3 - Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: - Scour within limits of footing or piles. (Example B) - Scour below spread-footing base or pile tips. (Example C) 2 - Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations, which are determined to be unstable by: - a comparison of calculated scour and observed scour during the bridge inspection, or - an engineering evaluation of the observed scour condition reported by the bridge inspector in Item 60. 1 - Bridge is scour critical; field review indicates that failure of piers/abutments is imminent. Bridge is closed to traffic. Failure is imminent based on: - a comparison of calculated and observed scour during the bridge inspection, or - an engineering evaluation of the observed scour condition reported by the bridge inspector in Item 60. 0 - Bridge is scour critical. Bridge has failed and is closed to traffic. FHWAFUTURE_ADTFUTURE_ADTInteger4100Forecasted ADT for the inventory route projected 17-22 years from the last year of inspection.FHWAYEAR_OF_FUYEAR_OF_FUInteger450Projected year of future ADT. FHWAMIN_NAV_CLMIN_NAV_CLDouble8388Minimum vertical clearance for vertical lift bridges in the dropped or closed position, as indicated on the navigation permit when required. FHWAFED_AGENCYIndicates whether the bridge record was submitted by a federal agency. Y - Yes N - NoFHWAYYesFHWANNoFHWAFED_AGENCYText100SUBMITTED_SUBMITTED_String200BRIDGE_CONBRIDGE_CONString100Bridge Condition per 23 CFR 490.409. FHWALOWEST_RATLOWEST_RATInteger450Lowest Condition Code FHWADECK_AREADECK_AREADouble8388Deck Area per 23 CFR 490.409. FHWADATE_DATEString400STATUSSTATUSString200Status AM - Bridge was automatically conflated to the TeleAtlas Road Network MM - Bridge was manually matched to the TeleAtlas Road network ST - State Supplied Coordinates were used. Not guaranteed to match any road network XX - Bridge could not be located and is mapped to longitude-latitude 0-0 FHWALATDDLatitude Decimal DegreesOST-R-9090LATDDDouble8388LONGDDLongitude Decimal DegreesOST-R-180180Sequential unique whole numbers that are automatically generated.LONGDDDouble8388LAT_DDLatitude in decimal degrees.GeoPlanLAT_DDDouble8388LONG_DDLongitude in decimal degrees.GeoPlanLONG_DDDouble8388MGRSMilitary Grid Reference System (MGRS) Coordinate of the Facility. The MGRS is the geocoordinate standard used by NATO militaries for locating points on the earth. The MGRS provides a means to represent any location on the surface of the Earth using an alphanumeric string. Hierarchical references are based on the Universal Transverse Mercator (UTM) coordinate system. The MGRS is used for the entire earth. http://mgrs-data.org/GeoPlanMGRSString1500GOOGLEMAPWebpage hyperlink to location in Google Maps.GeoPlanGOOGLEMAPString10000DESCRIPTField added by GeoPlan based on FEATURES_D, FACILITY_C, and LOCATION_0.DESCRIPTString15000FGDLAQDATEThe date GeoPlan acquired the data from the source.GeoPlanFGDLAQDATEDate800AUTOIDAUTOIDInteger410Unique ID added by GeoPlan. 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