1.0FGDC2025090510495600FALSEArcSDE ConnectionBTS_BRIDGE_AUG2559097.299200793473.11660063997.751400781332.1160001002ProjectedGCS_North_American_1983_HARNLinear Unit: Meter (1.000000)<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/3.5.0'><WKT>PROJCS["NAD_1983_HARN_Florida_GDL_Albers",GEOGCS["GCS_North_American_1983_HARN",DATUM["D_North_American_1983_HARN",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Albers"],PARAMETER["False_Easting",400000.0],PARAMETER["False_Northing",0.0],PARAMETER["Central_Meridian",-84.0],PARAMETER["Standard_Parallel_1",24.0],PARAMETER["Standard_Parallel_2",31.5],PARAMETER["Latitude_Of_Origin",24.0],UNIT["Meter",1.0],AUTHORITY["EPSG",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>NAD_1983_HARN_Florida_GDL_Albers2025112609080400202511260908040015000000050001.0FGDC2025-08-08Wendy McAbeeFederal Highway Administration (FHWA)Senior Bridge and Tunnel Inventory Engineer202-366-56581200 New Jersey Ave. SEWashingtonDC20590USwendy.mcabee@dot.gov20250905ArcGIS Metadata1.0Florida Geographic Data Library (FGDL)NoneJonathan and Melanie Antevy Hall1480 Inner Road, Room 431PO Box 115706GainesvilleFL32611-5706UShttps://fgdl.org/info/contact/https://www.fgdl.org/DOWNLOADABLE DATAEnterprise Geodatabase Feature ClassNational Bridge Inventory in Florida - 20252025-08-11T00:00:00Federal Highway Administration (FHWA)vector digital dataState of FloridaNational Transportation Atlas DatabaseThis dataset contains bridge locations in the state of Florida. The dataset is 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 national data describes more than 624,000 of the Nation's bridges located on public roads, including Interstate Highways, U.S. highways, State and local roads, as well as publicly-accessible bridges on Federal and Tribal lands. The inventory data presented includes information on the location, description, classification, and general condition for each bridge. The Recording and Coding Guide for the Structure Inventory and Appraisal of the Nation's Bridges (Coding Guide) 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. For additional questions regarding regulations for the National Bridge Inventory or the Coding Guide please contact the National Bridge and Tunnel Inventory team at NBTIS_Support@dot.gov. For questions on the geospatial component of the dataset, contact the NTAD team at NTAD@dot.gov. This dataset is an update to the FGDL layer BTS_BRIDGE_AUG24.This dataset contains bridge locations in the state of Florida. Data in the National Bridge Inventory 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) [distributor].
Bureau of Transportation Statistics National Transportation Atlas Database:
https://geodata.bts.gov/datasets/usdot::national-bridge-inventory/exploreFlorida2025ISO 19115 Topic CategoryTransportationNGDA Portfolio ThemesNGDANational Geospatial Data AssetTransportationNTADNational Transportation Atlas DatabaseTransportationAtlasVectorPointNBIBridgeBridgesBridge ElementsElementConditionInventoryStructureTransportationUSANationalNTADNational Transportation Atlas DatabaseTransportationAtlasVectorPointNBIBridgeBridgesBridge ElementsElementConditionInventoryStructureFlorida2025This NTAD dataset is a work of the United States government as defined in 17 U.S.C. § 101 and as such are not protected by any U.S. copyrights. This work is available for unrestricted public use.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.National Transportation Atlas Database2024-07-26Bureau of Transportation StatisticsVersion 6.2 (Build 9200) ; Esri ArcGIS 10.8.1.14362true-87.571817-79.87775831.04038124.521681State of FloridaDate data last updated.2025-08-11T00:00:00National Bridge and Tunnel Inventory TeamFederal Highway Administration (FHWA)1200 New Jersey Ave. SEWashingtonDC20590NBTIS_Support@dot.gov202-366-5658National Bridge and Tunnel Inventory Team1-87.571817-79.87775831.04038124.521681GeoPlan relied on the integrity of the attribute information within the original data.This data is provided 'as is'. GeoPlan relied on the integrity of the original data layer's topology.Data 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.This data is provided 'as is' by GeoPlan and is complete to our knowledge.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.Spatial and Attribute Information23 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.2025-08-11T00:00:00GeoPlan Center Process Steps:
GeoPlan downloaded the following dataset from the Bureau of Transportation Statistics National Transportation Atlas Database website on September 5th, 2025.
Bureau of Transportation Statistics National Transportation Atlas Database:
https://geodata.bts.gov/datasets/usdot::national-bridge-inventory/explore
NTAD_National_Bridge_Inventory_1344491286157784889.zip
b9a488eb-6b0c-4bad-bdb7-99cf829f3a3a.gdb
Feature Class Name: National_Bridge_Inventory
--------------------------
Original Projection Information:
Geographic Coordinate System: WGS 1984
WKID: 4326
Authority: EPSG
Angular Unit: Degree (0.0174532925199433)
Prime Meridian: Greenwich (0.0)
Datum: D WGS 1984
--------------------------
Projected to NAD_1983_HARN_Florida_GDL_Albers (3087) using the following Transformation:
WGS_1984_(ITRF00)_To_NAD_1983 + NAD_1983_To_HARN_Florida
During the QA/QC process, the following tasks were undertaken:
- Selected only bridges located in the state of Florida (STATE_CODE_001 = 12).
- Uppercased field names and content.
- Moved 4 features from outside the FGDL extent to the Gulf region (STRUCTURE_NUMBER_008 = 484307, 795703, 871200, 871201).
- Added MGRS, LAT_DD, LONG_DD, and GOOGLEMAP fields.
- Removed original fields "LONGDD" and "LATDD."
- Added DESCRIPT field based on the following:
str(!FEATURES_DESC_006A!) + " [" + !FACILITY_CARRIED_007! + " - " + !LOCATION_009! + "]"
- Added FGDLAQDATE field based on date downloaded from source.
- Renamed file to BTS_BRIDGE_AUG25.2025-09-05T00:00:00University of Florida GeoPlan CenterJonathan and Melanie Antevy Hall1480 Inner Road, Room 431PO Box 115706GainesvilleFL32611-5706USdata@fgdl.orgWebsite: http://www.fgdl.orgFlorida Geographic Data Library (FGDL)University of Florida GeoPlan Center13070BTS_BRIDGE_AUG25BTS_BRIDGE_AUG25Bureau of Transportation Statistics (BTS)Feature Class13070OBJECTIDInternal feature number.EsriSequential unique whole numbers that are automatically generated.OBJECTIDOID4100ShapeFeature geometry.EsriCoordinates defining the features.SHAPEGeometry800STATE_CODE_001State FIPS CodeFHWASTATE_CODE_001String200STRUCTURE_NUMBER_008Unique structure number assigned to the bridge. FHWASTRUCTURE_NUMBER_008String1500RECORD_TYPE_005A"On" or "Under" record.FHWARECORD_TYPE_005AString100ROUTE_PREFIX_005BIndicates class of primary routeFHWAROUTE_PREFIX_005BString100SERVICE_LEVEL_005CLevel 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 roadFHWASERVICE_LEVEL_005CString100ROUTE_NUMBER_005D Route number of the primary route. FHWAROUTE_NUMBER_005DString500DIRECTION_005EDirectional suffix that is part of the route number, if applicable.
0 - N/A
1 - North
2 - East
3 - South
4 - WestFHWADIRECTION_005EString100HIGHWAY_DISTRICT_002State or federal highway agency district code.FHWAHIGHWAY_DISTRICT_002String200COUNTY_CODE_003FIPS/ANSI County Code.FHWACOUNTY_CODE_003String300PLACE_CODE_004FIPS/ANSI Place Code. FHWAPLACE_CODE_004String500FEATURES_DESC_006AName of feature passing under the bridge.FHWAFEATURES_DESC_006AString2400CRITICAL_FACILITY_006BCritical Facility Indicator- obsoleteFHWACRITICAL_FACILITY_006BString25400FACILITY_CARRIED_007Name of facility carried by the bridge.FHWAFACILITY_CARRIED_007String1800LOCATION_009Narrative description of bridge locationFHWALOCATION_009String2500MIN_VERT_CLR_010Minimum vertical clearance over the inventory route. FHWAMIN_VERT_CLR_010Double8388KILOPOINT_011LRS kilometer point consistent with HPMS. FHWAKILOPOINT_011Double8388BASE_HWY_NETWORK_012Indicates 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 NetworkFHWABASE_HWY_NETWORK_012String100LRS_INV_ROUTE_013ALRS route number. This should be compatible with HPMS. FHWALRS_INV_ROUTE_013AString25400SUBROUTE_NO_013BLRS subroute number. FHWASUBROUTE_NO_013BString25400LAT_016Latitude in DMS format.FHWALAT_016String800LONG_017Longitude in DMS format. Negative is implied.FHWALONG_017String900DETOUR_KILOS_019Additional travel for a vehicle that would result from closing the bridge.FHWADETOUR_KILOS_019Integer4100TOLL_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.FHWATOLL_020String100MAINTENANCE_021Agency 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 UnknownFHWAMAINTENANCE_021String200OWNER_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 UnknownFHWAOWNER_022String200FUNCTIONAL_CLASS_026Functional 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 - CollectorFHWAFUNCTIONAL_CLASS_026String200YEAR_BUILT_027Year bridge construction was completed. FHWAYEAR_BUILT_027Integer4100TRAFFIC_LANES_ON_028ANumber of lanes carried by the bridgeFHWATRAFFIC_LANES_ON_028AString200TRAFFIC_LANES_UND_028BNumber of lanes that pass under the bridge.FHWATRAFFIC_LANES_UND_028BString200ADT_029Annual average daily traffic for the inventory route.FHWAADT_029Integer4100YEAR_ADT_030Year ADT was collected. FHWAYEAR_ADT_030Integer4100DESIGN_LOAD_031Live 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 unknownFHWADESIGN_LOAD_031String100APPR_WIDTH_MT_032Normal width of usable roadway approaching the bridge, including shoulders.FHWAAPPR_WIDTH_MT_032Double8388MEDIAN_CODE_033Indicates whether a median exists, and what type.
0 - No median
1 - Open median
2 - Closed median (no barrier)
3 - Closed median with non-mountable barriersFHWAMEDIAN_CODE_033String100DEGREES_SKEW_034The angle between the centerline of a pier and a line normal to the roadway centerline. FHWADEGREES_SKEW_034Integer4100STRUCTURE_FLARED_035Indicates if the bridge is flared.
0 - No flare
1 - Yes, flaredFHWASTRUCTURE_FLARED_035String100RAILINGS_036AIndicates 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.FHWARAILINGS_036AString100TRANSITIONS_036BIndicates 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.FHWATRANSITIONS_036BString100APPR_RAIL_036CIndicates 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_RAIL_036CString100APPR_RAIL_END_036DNot defined by sourceGeoPlanAPPR_RAIL_END_036DString100HISTORY_037Indicates 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. FHWAHISTORY_037String100NAVIGATION_038 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). FHWANAVIGATION_038String100NAV_VERT_CLR_MT_039Vertical clearance that is allowable for navigation purposes, as indicated on the navigation permit when required.FHWANAV_VERT_CLR_MT_039Double8388NAV_HORR_CLR_MT_040Horizontal 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.)FHWANAV_HORR_CLR_MT_040Double8388OPEN_CLOSED_POSTED_041Indicates the posting status of the bridge.FHWAOPEN_CLOSED_POSTED_041String100SERVICE_ON_042AType 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 - OtherFHWASERVICE_ON_042AString100SERVICE_UND_042BType 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 - OtherFHWASERVICE_UND_042BString100STRUCTURE_KIND_043APrimary 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 - OtherFHWASTRUCTURE_KIND_043AString100STRUCTURE_TYPE_043BPredominant 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 - OtherFHWASTRUCTURE_TYPE_043BString200APPR_KIND_044APrimary 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 - OtherFHWAAPPR_KIND_044AString100APPR_TYPE_044BPredominant 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 - OtherFHWAAPPR_TYPE_044BString200MAIN_UNIT_SPANS_045Number of main spans.FHWAMAIN_UNIT_SPANS_045Integer4100APPR_SPANS_046Number of approach spansFHWAAPPR_SPANS_046Integer4100HORR_CLR_MT_047Total horizontal clearance between restrictions for the inventory route. FHWAHORR_CLR_MT_047Double8388MAX_SPAN_LEN_MT_048Length of maximum span.FHWAMAX_SPAN_LEN_MT_048Double8388STRUCTURE_LEN_MT_049Length of roadway which is supported on the bridge structure, measured along roadway centerline.FHWASTRUCTURE_LEN_MT_049Double8388LEFT_CURB_MT_050AWidth of the left curb or sidewalk.FHWALEFT_CURB_MT_050ADouble8388RIGHT_CURB_MT_050BWidth of the right curb or sidewalk. FHWARIGHT_CURB_MT_050BDouble8388ROADWAY_WIDTH_MT_051Most restrictive minimum distance between curbs or rails on the structure roadway.FHWAROADWAY_WIDTH_MT_051Double8388DECK_WIDTH_MT_052Out-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. FHWADECK_WIDTH_MT_052Double8388VERT_CLR_OVER_MT_053Actual minimum vertical clearance over the bridge roadway, including shoulders, to any superstructure restriction. FHWAVERT_CLR_OVER_MT_053Double8388VERT_CLR_UND_REF_054AIndicates 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 railroadFHWAVERT_CLR_UND_REF_054AString100VERT_CLR_UND_054BMinimum vertical clearance from the roadway (travel lanes only) or railroad track beneath the structure to the underside of the superstructure. FHWAVERT_CLR_UND_054BDouble8388LAT_UND_REF_055AIndicates 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 railroadFHWALAT_UND_REF_055AString100LAT_UND_MT_055BMinimum lateral underclearance on the right, measured from the right edge of the through roadway or the centerline of the railroad to the nearest obstruction.FHWALAT_UND_MT_055BDouble8388LEFT_LAT_UND_MT_056Minimum lateral underclearance on the left, measured from the right edge of the through roadway to the nearest obstruction.FHWALEFT_LAT_UND_MT_056Double8388DECK_COND_058Overall 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. FHWADECK_COND_058String100SUPERSTRUCTURE_COND_059Overall 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. FHWASUPERSTRUCTURE_COND_059String100SUBSTRUCTURE_COND_060Overall 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. FHWASUBSTRUCTURE_COND_060String100CHANNEL_COND_061Overall 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. FHWACHANNEL_COND_061String100CULVERT_COND_062Overall 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 FHWACULVERT_COND_062String100OPR_RATING_METH_063Indicates 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 judgementFHWAOPR_RATING_METH_063String100OPERATING_RATING_064Absolute maximum permissible load level to which the structure may be subjected for the vehicle type used in the rating.FHWAOPERATING_RATING_064Double8388INV_RATING_METH_065Indicates 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 judgementFHWAINV_RATING_METH_065String100INVENTORY_RATING_066Load level which can safely utilize an existing structure for an indefinite period of time. FHWAINVENTORY_RATING_066Double8388STRUCTURAL_EVAL_067OBSOLETEFHWASTRUCTURAL_EVAL_067String100DECK_GEOMETRY_EVAL_068OBSOLETEFHWADECK_GEOMETRY_EVAL_068String100UNDCLRENCE_EVAL_069OBSOLETEFHWAUNDCLRENCE_EVAL_069String100POSTING_EVAL_070Load 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% belowFHWAPOSTING_EVAL_070String100WATERWAY_EVAL_071This item appraises the waterway opening with respect to passage of flow through the bridge.FHWAWATERWAY_EVAL_071String100APPR_ROAD_EVAL_072Adequacy of the approach roadway alignment.FHWAAPPR_ROAD_EVAL_072String100WORK_PROPOSED_075AType 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_PROPOSED_075AString200WORK_DONE_BY_075BIndicates 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 forcesFHWAWORK_DONE_BY_075BString100IMP_LEN_MT_076Length of the proposed bridge improvement. FHWAIMP_LEN_MT_076String25400DATE_OF_INSPECT_090Month and year that the last routine inspection of the structure was performed.FHWADATE_OF_INSPECT_090String400INSPECT_FREQ_MONTHS_091Number of months between designated inspections of the structure. FHWAINSPECT_FREQ_MONTHS_091Integer4100FRACTURE_092AIndicates whether the bridge has fracture critical details that require inspection and the number of months between fracture critical inspections.FHWAFRACTURE_092AString300UNDWATER_LOOK_SEE_092BIndicates whether an underwater inspection is required and the number of months between underwater inspections. FHWAUNDWATER_LOOK_SEE_092BString300SPEC_INSPECT_092CIndicates whether the bridge has special features that require inspection and the number of months between special feature inspections.FHWASPEC_INSPECT_092CString300FRACTURE_LAST_DATE_093AMonth and year that the last fracture critical feature inspection was performed.FHWAFRACTURE_LAST_DATE_093AString400UNDWATER_LAST_DATE_093BMonth and year that the last underwater inspection was performed.FHWAUNDWATER_LAST_DATE_093BString25400SPEC_LAST_DATE_093CMonth and year that the last special feature inspection was performed. GeoPlanSPEC_LAST_DATE_093CString25400BRIDGE_IMP_COST_094Estimated 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. FHWABRIDGE_IMP_COST_094String25400ROADWAY_IMP_COST_095Estimated 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. FHWAROADWAY_IMP_COST_095String25400TOTAL_IMP_COST_096Estimated 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 95FHWATOTAL_IMP_COST_096String25400YEAR_OF_IMP_097Year 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.FHWAYEAR_OF_IMP_097String25400OTHER_STATE_CODE_098ANeighboring state or country code for border bridges. 3rd digit is obsolete. FHWAOTHER_STATE_CODE_098AString25400OTHER_STATE_PCNT_098BIndicates percent financial responsibility for the neighboring state for border bridges. FHWAOTHER_STATE_PCNT_098BString25400OTHR_STATE_STRUC_NO_099Not defined by sourceFHWAOTHR_STATE_STRUC_NO_099String25400STRAHNET_HIGHWAY_100Indicates 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 routeFHWASTRAHNET_HIGHWAY_100String100PARALLEL_STRUCTURE_101Indicates 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. FHWAPARALLEL_STRUCTURE_101String100TRAFFIC_DIRECTION_102Direction 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 trafficFHWATRAFFIC_DIRECTION_102String100TEMP_STRUCTURE_103Indicates situations where temporary structures or conditions exist to facilitate traffic flow.
T - Temporary structure(s) or conditions existFHWATEMP_STRUCTURE_103String25400HIGHWAY_SYSTEM_104Indicates 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 NHSFHWAHIGHWAY_SYSTEM_104String100FEDERAL_LANDS_105Indicates 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 LMHSFHWAFEDERAL_LANDS_105String100YEAR_RECONSTRUCTED_106Year the most recent reconstruction of the bridge was completedFHWAYEAR_RECONSTRUCTED_106Integer4100DECK_STRUCTURE_TYPE_107Predominant 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 applicableFHWADECK_STRUCTURE_TYPE_107String100SURFACE_TYPE_108AType 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 applicableFHWASURFACE_TYPE_108AString100MEMBRANE_TYPE_108BType of membrane protecting the deck.
1- Built-up
2 - Performed Fabric
3 - Epoxy
8 - Unknown
9 - Other
0 - None
N - Not applicableFHWAMEMBRANE_TYPE_108BString100DECK_PROTECTION_108CType 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 applicableFHWADECK_PROTECTION_108CString100PERCENT_ADT_TRUCK_109Percentage of ADT that is truck traffic. FHWAPERCENT_ADT_TRUCK_109Integer4100NATIONAL_NETWORK_110Indicates 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 trucksFHWANATIONAL_NETWORK_110String100PIER_PROTECTION_111Indicates 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 suggestedFHWAPIER_PROTECTION_111String100BRIDGE_LEN_IND_112Indicates 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 - NFHWABRIDGE_LEN_IND_112String100SCOUR_CRITICAL_113Current 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. FHWASCOUR_CRITICAL_113String100FUTURE_ADT_114Forecasted ADT for the inventory route projected 17-22 years from the last year of inspection.FHWAFUTURE_ADT_114Integer4100YEAR_OF_FUTURE_ADT_115Projected year of future ADT. FHWAYEAR_OF_FUTURE_ADT_115Integer4100MIN_NAV_CLR_MT_116Minimum vertical clearance for vertical lift bridges in the dropped or closed position, as indicated on the navigation permit when required. FHWAMIN_NAV_CLR_MT_116Double8388FED_AGENCYIndicates whether the bridge record was submitted by a federal agency.
Y - Yes
N - NoFHWAFED_AGENCYString100SUBMITTED_BYNot defined by sourceGeoPlanSUBMITTED_BYString200BRIDGE_CONDITIONBridge Condition per 23 CFR 490.409.FHWABRIDGE_CONDITIONString100LOWEST_RATINGLowest Condition CodeFHWALOWEST_RATINGInteger4100DECK_AREADeck Area per 23 CFR 490.409.FHWADECK_AREADouble8388DATE_DATEString400STATUSStatus
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 0-0FHWASTATUSString200LAT_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 the following:
str(!FEATURES_DESC_006A!) + " [" + !FACILITY_CARRIED_007! + " - " + !LOCATION_009! + "]"
GeoPlanDESCRIPTString25500FGDLAQDATEThe date GeoPlan acquired the data from the source.GeoPlanFGDLAQDATEDate800AUTOIDAUTOIDInteger410Unique ID added by GeoPlan. This field is for historic tracking of features.0The data describes more than 615,000 of the Nation's 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. 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.https://doi.org/10.21949/1529040datasetEPSG6.12(9.2.0)B972AFFB-6593-4AE3-A07F-C291B124D9B8National Bridge and Tunnel Inventory TeamFederal Highway Administration (FHWA)1200 New Jersey Ave. SEWashingtonDC20590NBTIS_Support@dot.gov202-366-5658/9j/4AAQSkZJRgABAQEAYABgAAD/2wBDAAMCAgMCAgMDAwMEAwMEBQgFBQQEBQoHBwYIDAoMDAsK
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