20260120 15541300 1.0 FALSE National_Bridge_Inventory_ExportFeatures 002 59097.299200 793473.116600 63997.751400 781332.116000 1 Projected GCS_North_American_1983_HARN Linear 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/3.2.0'><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>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</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_Albers 20250310 23054700 20250310 23054700 150000000 5000 FGDC Wendy McAbee Federal Highway Administration (FHWA) Senior Bridge and Tunnel Inventory Engineer 202-366-5658 1200 New Jersey Ave. SE Washington DC 20590 United States wendy.mcabee@dot.gov 20250310 0.000 Florida Geographic Data Library (FGDL) Jonathan and Melanie Antevy Hall 1480 Inner Road, Room 431 PO Box 115706 Gainesville FL 32611-5706 US https://fgdl.org/info/contact/ None DOWNLOADABLE DATA https://www.fgdl.org/ File Geodatabase Feature Class National Bridge Inventory in Florida - 2024 2008-07-01T00:00:00 2024-07-16 2024-08-29T00:00:00 Federal Highway Administration (FHWA) vector digital data National Transportation Atlas Database (NTAD) State of Florida <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>This dataset contains Bridge locations in the state of Florida. The National Bridge Inventory dataset is as of August 29, 2024 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 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. Please Note: GeoPlan has identified 45 possible missing bridge locations, these sites are listed in the process steps. This dataset is an update to the FGDL layer BTS_BRIDGE_JUN22.</SPAN></P></DIV></DIV></DIV> This dataset contains Bridge locations in the state of Florida. 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) [distributor]. Bureau of Transportation Statistics National Transportation Atlas Database: https://geodata.bts.gov/datasets/usdot::national-bridge-inventory/explore Wendy McAbee Federal Highway Administration (FHWA) Senior Bridge and Tunnel Inventory Engineer 202-366-5658 1200 New Jersey Ave. SE Washington DC 20590 United States wendy.mcabee@dot.gov Florida ISO 19115 Topic Category transportation NGDA Portfolio Themes NGDA National Geospatial Data Asset Transportation NTAD National Transportation Atlas Database Transportation Atlas Database vector point NBI Bridge Bridges Bridge Elements Element Condition Inventory Structure transportation USA National NTAD National Transportation Atlas Database Transportation Atlas Database vector point NBI Bridge Bridges Bridge Elements Element Condition Inventory Structure Florida 2024 <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>This 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.</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. National Transportation Atlas Database 2024-07-26 Bureau of Transportation Statistics 2024-08-29T00:00:00 Date data last updated in the GIS library Version 6.2 (Build 9200) ; Esri ArcGIS 10.8.1.14362 1 -87.571817 -79.877758 31.040381 24.521681 State of Florida 2024 Varies 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. Spatial and Attribute Information 23 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. 2024-08-29T00:00:00 Wendy McAbee Federal Highway Administration (FHWA) Senior Bridge and Tunnel Inventory Engineer 202-366-5658 1200 New Jersey Ave. SE Washington DC 20590 United States wendy.mcabee@dot.gov Wendy McAbee GeoPlan downloaded the following dataset from the Bureau of Transportation Statistics National Transportation Atlas Database website on September 18th, 2024. Bureau of Transportation Statistics National Transportation Atlas Database: https://geodata.bts.gov/datasets/usdot::national-bridge-inventory/explore NTAD_National_Bridge_Inventory_-3620853876987702490.zip c579511b-1c09-473b-a70e-e47996d237a2.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) and exported to a new layer - Uppercased field names and content - Moved 7 features from outside the FGDL extent to the Gulf of Mexico (STRUCTURE_NUMBER = 280077, 364193, 770131, 770134, 871200, 871201, 900020). - MGRS, LAT_DD, LONG_DD, AND GOOGLEMAP fields added. - Removed original fields "LONGDD" and "LATDD" - DESCRIPT field added based on a combination of FEATURES_DESC_00, FACILITY_CARRIED_007, and LOCATION_009 str(!FEATURES_DESC_006A!) + " [" + !FACILITY_CARRIED_007! + " - " + !LOCATION_009! + "]" - A FGDLAQDATE field was added based on date downloaded from source. - Renamed file to BTS_BRIDGE_AUG24. Please Note: The following bridges which were present in 2022 are now missing from the 2024 update. Flag = 1 is missing, FLAG = 2 is missing, however, it is under construction. FLAG,STRUCTURE_,LAT_DD,LONG_DD,GOOGLEMAP,DESCRIPT,FGDLAQDATE,AUTOID 1,109902,27.966593999999997,-82.539057999999997,https://www.google.com/maps/place/17RLL4861994455,RAMP S [ GEORGE BEAN PKWY - 0.4M N OF SR616/SPRUCE ST],3/28/2023 0:00:00,1843 1,110069,28.608725000000000,-81.726950000000002,https://www.google.com/maps/place/17RMM2892964852,SR 91 TPK [ SCRUB JAY LN 280.7 - 1.2 MI S OF CR 561],3/28/2023 0:00:00,1878 1,324208,30.495583000000000,-82.955374999999989,https://www.google.com/maps/place/17RLP1233475327,BASIN SWAMP [ SW 107TH AVENUE - 1 MI SOUTH OF JASPER],3/28/2023 0:00:00,4334 1,274092,30.186060999999999,-82.243003000000002,https://www.google.com/maps/place/17RLP8033440055,TRIB TO TURKEY CRK SWAMP [ CLET HARVEY ROAD - 1.5 MI EAST OF CR 229],3/28/2023 0:00:00,4020 2,154004,28.118606000000000,-82.770150000000001,https://www.google.com/maps/place/17RLM2612911607,CROSSWINDS CANAL [ CROSSWINDS DRIVE - 0.25MI S OF WESTWINDS DR],3/28/2023 0:00:00,2886 1,490840,29.857377999999997,-84.751646999999991,https://www.google.com/maps/place/16RGU1718605104,TROUT CREEK [ LISTER ROAD - 0.02 MI W DRY BRIDGE RD],3/28/2023 0:00:00,5178 1,490841,29.838518999999998,-84.819193999999996,https://www.google.com/maps/place/16RGU1069902887,HIGH BLUFF CREEK [ DRY BRIDGE ROAD - 1.12 MI EAST OF NORTH RD],3/28/2023 0:00:00,5179 2,540027,30.510714000000000,-83.899349999999998,https://www.google.com/maps/place/17RKP2174978955,ABANDONED SCL RAILROAD [ CR259 - 1.8 MI WEST OF US19/SR 57],3/28/2023 0:00:00,5685 1,524014,30.833780999999998,-85.949385999999990,https://www.google.com/maps/place/16RFV0047411653,BLUE CREEK [ HORSE BARN ROAD - 0.25 MILE EAST OF SR81],3/28/2023 0:00:00,5448 1,524020,30.793071999999999,-85.659149999999997,https://www.google.com/maps/place/16RFV2828607438,UNNAMED BRANCH [ JOE WHITE ROAD - 0.4 MI NORTH OF US90/SR10],3/28/2023 0:00:00,5450 1,490811,29.838441999999997,-84.810955999999990,https://www.google.com/maps/place/16RGU1149502894,DITCH [ DRY BRIDGE ROAD - 1.6 MILES E. OF NORTH RD],3/28/2023 0:00:00,5168 1,384096,29.666667000000000,-83.367500000000007,https://www.google.com/maps/place/17RKN7086784194,STEINHATCHEE RIVER [ GRANGER DRIVE - 0.5 MI E OF SR 51 VIA 2ND],3/28/2023 0:00:00,4693 1,460031,30.137791999999997,-85.574485999999993,https://www.google.com/maps/place/16RFU3730434911,CALLAWAY BAYOU [ S BERTHE AVENUE - 1.0 MILE SOUTH OF CR 22],3/28/2023 0:00:00,4754 1,484054,30.751797000000000,-87.412492000000000,https://www.google.com/maps/place/16RDV6051902168,ALLIGATOR CREEK [ GIBSON ROAD - 1.7MI N OF CRABTREE CRCH],3/28/2023 0:00:00,5073 1,480039,30.966882999999999,-87.361750000000001,https://www.google.com/maps/place/16RDV6545325987,CANOE CREEK [ CR 4 - 4.2 MI EAST OF CR 99],3/28/2023 0:00:00,4923 1,380070,30.128285999999999,-83.645228000000003,https://www.google.com/maps/place/17RKP4515735954,ROCKY CREEK [ WOODS CREEK ROAD - 1.2 MI WEST OF CR 359B],3/28/2023 0:00:00,4665 1,344005,29.249874999999999,-82.776369000000003,https://www.google.com/maps/place/17RLN2738436977,OTTER CREEK [ BUCK ISLAND ROAD - 3 MI SOUTHWEST OF US 19],3/28/2023 0:00:00,4441 1,704035,27.880727999999998,-80.533417000000000,https://www.google.com/maps/place/17RNL4592684077,SEBASTIAN CANAL [ MICCO RD. - 2 MI WEST OF US-1],3/28/2023 0:00:00,6845 1,614128,30.720986000000000,-85.576027999999994,https://www.google.com/maps/place/16RFU3634199546,BROCK MILL BRANCH [ BUDDY ROAD - 0.85MI N DUNCAN COMM RD],3/28/2023 0:00:00,6640 1,580802,30.744232999999998,-86.881507999999997,https://www.google.com/maps/place/16REV1134201263,ALLIGATOR CREEK [ PLEASANT HOME ROAD - 1 MI N OF INDIAN FORD RD],3/28/2023 0:00:00,6212 2,604233,30.396124999999998,-86.230532999999994,https://www.google.com/maps/place/16REU7391762931,TURKEY CREEK [ WEST WILSON STREET - 0.13 MI EAST OF CR 393],3/28/2023 0:00:00,6548 1,755813,28.511557999999997,-81.463180999999992,https://www.google.com/maps/place/17RMM5467553959,RETENTION POND [ WILSHIRE DRIVE - 0.25 MILE WEST OF SR-435],3/28/2023 0:00:00,8734 2,724074,30.326753000000000,-81.696758000000003,https://www.google.com/maps/place/17RMP3301955198,MCCOY CREEK [ KING STREET - AT MCCOY CREEK BLVD],3/28/2023 0:00:00,7631 1,724078,30.326089000000000,-81.699818999999991,https://www.google.com/maps/place/17RMP3272555127,MCCOYS CREEK [ MCCOYS CRK BLVD - AT SUNSHINE STREET],3/28/2023 0:00:00,7632 2,750144,28.451255999999997,-81.456813999999994,https://www.google.com/maps/place/17RMM5527347276,SR-435 [ SR-482 WB - SR-482 WB - SR-435NB],3/28/2023 0:00:00,8067 1,740083,30.553488999999999,-81.448535999999990,https://www.google.com/maps/place/17RMP5698180204,AMELIA ISLAND SERV. RD. [ SR-A1A & SR-105 - 3 MI. N. OF DUVAL CO.LINE],3/28/2023 0:00:00,7952 2,750044,28.451266999999998,-81.458974999999995,https://www.google.com/maps/place/17RMM5506147278,SR-435 SB [ SR-482 WB - SR-482 WB OVER SR-435 SB],3/28/2023 0:00:00,8022 2,750045,28.451152999999998,-81.456746999999993,https://www.google.com/maps/place/17RMM5527947265,SR-435 [ RAMP FROM SR-482 W - SR-482 WB TO SR-435],3/28/2023 0:00:00,8023 1,864032,26.052747000000000,-80.183824999999999,https://www.google.com/maps/place/17RNJ8164681780,LAKE ESCOM CANAL [ LAKE SHORE DRIVE - 0.6MI N OF STIRLING RD],3/28/2023 0:00:00,9933 1,867602,26.178089000000000,-80.126010999999991,https://www.google.com/maps/place/17RNJ8733695700,CORAL WATERWAY [ NE 16TH AVENUE - 0.2MI N OF NE 38TH ST.],3/28/2023 0:00:00,10096 1,865004,26.238847000000000,-80.175613999999996,https://www.google.com/maps/place/17RNK8233602396,COCONUT CREEK CANAL [ COCONUT CR BLVD. - 0.1MI N OF 39TH AVE.],3/28/2023 0:00:00,10005 1,865707,26.201383000000000,-80.106377999999992,https://www.google.com/maps/place/17RNJ8928098293,PELICAN CANAL [ NE 59TH STREET - 0.1 MI W OF BAYVIEW DR.],3/28/2023 0:00:00,10018 1,764039,29.432510999999998,-81.664833000000002,https://www.google.com/maps/place/17RMN3551556089,ST JOHNS RIVER [ FORT GATES FERRY - 1.2 MI S OF CR 309],3/28/2023 0:00:00,8900 2,884024,27.616989000000000,-80.479677999999993,https://www.google.com/maps/place/17RNL5133954883,LATERAL C CANAL [ 8TH ST. CR-612 - AT 74TH AVE.],3/28/2023 0:00:00,11226 1,1FL2685,30.360139000000000,-87.326388999999992,https://www.google.com/maps/place/16RDU6863458737,CREEK [ RADIO FACILITY ACC - 0.3 KM E. OF FUEL FARM RD],3/28/2023 0:00:00,12586 1,1FL2852,30.701500000000003,-87.027000000000001,https://www.google.com/maps/place/16RDU9741496521,CONCRETE DRAINAGE DITCH [ PATROL ROAD - 0.7 KM S. OF LANGLEY ST],3/28/2023 0:00:00,12587 1,1FL2853,30.693666999999998,-87.020639000000003,https://www.google.com/maps/place/16RDU9802395653,ASPHALT DRAINAGE DITCH [ PATROL ROAD - 1.7 KM SE OF LANGLEY ST],3/28/2023 0:00:00,12588 1,1FL3570,30.360330999999999,-87.307000000000002,https://www.google.com/maps/place/16RDU7049858753,CREEK [ FORREST SHERMAN RD - 1.6 KM NW OF TOW ROAD],3/28/2023 0:00:00,12590 1,884039,27.719227999999998,-80.461877999999999,https://www.google.com/maps/place/17RNL5304666216,LATERAL A CANAL [ CR-508 (69TH ST.) - CR-615 (66TH AVE.)],3/28/2023 0:00:00,11231 1,000043650-00077,30.145166999999997,-84.140500000000003,https://www.google.com/maps/place/16RGU7544638324,EAST RIVER [ LIGHTHOUSE ROAD - LIGHTHOUSE ROAD],3/28/2023 0:00:00,12609 1,937202,26.639972000000000,-80.096555999999993,https://www.google.com/maps/place/17RNK8992146877,L.W.D.D. #9 [ DAVIS ROAD - 0.8 MILE N OF 10TH AVE N],3/28/2023 0:00:00,12405 1,934488,26.483739000000000,-80.204400000000007,https://www.google.com/maps/place/17RNK7929429502,E-1 CANAL [ BOB W RD 130TH ST. - AT SR-7 (RANGE LINE RD)],3/28/2023 0:00:00,12264 1,934254,26.698477999999998,-80.078582999999995,https://www.google.com/maps/place/17RNK9166353370,LWDD L-2 CANAL [ FLORIDA MANGO RD - 0.5MI S OF OKEECHOBEE BLV],3/28/2023 0:00:00,12187 2,934312,26.648493999999999,-80.132852999999997,https://www.google.com/maps/place/17RNK8630247796,LWDD LAT 8 CANAL [ KUDZA ROAD - 0.2MI S OF FOREST HILL BV],3/28/2023 0:00:00,12211 2,930097,26.675483000000000,-80.048391999999993,https://www.google.com/maps/place/17RNK9468650845,INTRACOASTAL WATERWAY [ SOUTHERN BOULEVARD - .5MI W OF A1A & E OF SR-5],3/28/2023 0:00:00,11846 2024-09-18T00:00:00 Florida Geographic Data Library (FGDL) Jonathan and Melanie Antevy Hall 1480 Inner Road, Room 431 PO Box 115706 Gainesville FL 32611-5706 US data@fgdl.org Web site: http://www.fgdl.org University of Florida GeoPlan Center Florida Geographic Data Library (FGDL) University of Florida GeoPlan Center This 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. 0 0 The 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/10.21949/1529040 BTS_BRIDGE_AUG24 Feature Class 0 BTS_BRIDGE_AUG24 BTS/NBI OBJECTID OBJECTID OID 4 0 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. Shape Shape Geometry 0 0 0 Feature geometry. Esri Coordinates defining the features. STATE_CODE_001 State FIPS Code FHWA STATE_CODE_001 String 4 0 0 STRUCTURE_NUMBER_008 Unique structure number assigned to the bridge. FHWA STRUCTURE_NUMBER_008 String 30 0 0 RECORD_TYPE_005A "On" or "Under" record. FHWA RECORD_TYPE_005A String 2 0 0 ROUTE_PREFIX_005B Indicates class of primary route FHWA ROUTE_PREFIX_005B String 2 0 0 SERVICE_LEVEL_005C Level 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 road FHWA SERVICE_LEVEL_005C String 2 0 0 ROUTE_NUMBER_005D Route number of the primary route. FHWA ROUTE_NUMBER_005D String 10 0 0 DIRECTION_005E Directional suffix that is part of the route number, if applicable. 0 - N/A 1 - North 2 - East 3 - South 4 - West FHWA DIRECTION_005E String 2 0 0 HIGHWAY_DISTRICT_002 State or federal highway agency district code. FHWA HIGHWAY_DISTRICT_002 String 4 0 0 COUNTY_CODE_003 FIPS/ANSI County Code. FHWA COUNTY_CODE_003 String 6 0 0 PLACE_CODE_004 FIPS/ANSI Place Code. FHWA PLACE_CODE_004 String 10 0 0 FEATURES_DESC_006A Name of feature passing under the bridge. FHWA FEATURES_DESC_006A String 48 0 0 CRITICAL_FACILITY_006B Critical Facility Indicator- obsolete FHWA CRITICAL_FACILITY_006B Double 8 0 0 FACILITY_CARRIED_007 Name of facility carried by the bridge. FHWA FACILITY_CARRIED_007 String 36 0 0 LOCATION_009 Narrative description of bridge location FHWA LOCATION_009 String 50 0 0 MIN_VERT_CLR_010 Minimum vertical clearance over the inventory route. FHWA MIN_VERT_CLR_010 Double 8 0 0 KILOPOINT_011 LRS kilometer point consistent with HPMS. FHWA KILOPOINT_011 Double 8 0 0 BASE_HWY_NETWORK_012 Indicates 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 Network FHWA BASE_HWY_NETWORK_012 String 2 0 0 LRS_INV_ROUTE_013A LRS route number. This should be compatible with HPMS. FHWA LRS_INV_ROUTE_013A String 20 0 0 SUBROUTE_NO_013B LRS subroute number. FHWA SUBROUTE_NO_013B String 4 0 0 LAT_016 Latitude in DMS format. FHWA LAT_016 String 16 0 0 LONG_017 Longitude in DMS format. Negative is implied. FHWA LONG_017 String 18 0 0 DETOUR_KILOS_019 Additional travel for a vehicle that would result from closing the bridge. FHWA DETOUR_KILOS_019 Integer 4 0 0 TOLL_020 Toll 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. FHWA TOLL_020 String 2 0 0 MAINTENANCE_021 Agency 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 Unknown FHWA MAINTENANCE_021 String 4 0 0 OWNER_022 Agency 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 FHWA OWNER_022 String 4 0 0 FUNCTIONAL_CLASS_026 Functional 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 FHWA FUNCTIONAL_CLASS_026 String 4 0 0 YEAR_BUILT_027 Year bridge construction was completed. FHWA YEAR_BUILT_027 Integer 4 0 0 TRAFFIC_LANES_ON_028A Number of lanes carried by the bridge FHWA TRAFFIC_LANES_ON_028A String 4 0 0 TRAFFIC_LANES_UND_028B Number of lanes that pass under the bridge. FHWA TRAFFIC_LANES_UND_028B String 4 0 0 ADT_029 Annual average daily traffic for the inventory route. FHWA ADT_029 Integer 4 0 0 YEAR_ADT_030 Year ADT was collected. FHWA YEAR_ADT_030 Integer 4 0 0 DESIGN_LOAD_031 Live 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 FHWA DESIGN_LOAD_031 String 2 0 0 APPR_WIDTH_MT_032 Normal width of usable roadway approaching the bridge, including shoulders. FHWA APPR_WIDTH_MT_032 Double 8 0 0 MEDIAN_CODE_033 Indicates 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 FHWA MEDIAN_CODE_033 String 2 0 0 DEGREES_SKEW_034 The angle between the centerline of a pier and a line normal to the roadway centerline. FHWA DEGREES_SKEW_034 Integer 4 0 0 STRUCTURE_FLARED_035 Indicates if the bridge is flared. 0 - No flare 1 - Yes, flared FHWA STRUCTURE_FLARED_035 String 2 0 0 RAILINGS_036A Indicates 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. FHWA RAILINGS_036A String 2 0 0 TRANSITIONS_036B Indicates 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. FHWA TRANSITIONS_036B String 2 0 0 APPR_RAIL_036C Indicates 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. FHWA APPR_RAIL_036C String 2 0 0 APPR_RAIL_END_036D Not defined by source GeoPlan APPR_RAIL_END_036D String 2 0 0 HISTORY_037 Indicates 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. FHWA HISTORY_037 String 2 0 0 NAVIGATION_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). FHWA NAVIGATION_038 String 2 0 0 NAV_VERT_CLR_MT_039 Vertical clearance that is allowable for navigation purposes, as indicated on the navigation permit when required. FHWA NAV_VERT_CLR_MT_039 Double 8 0 0 NAV_HORR_CLR_MT_040 Horizontal 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.) FHWA NAV_HORR_CLR_MT_040 Double 8 0 0 OPEN_CLOSED_POSTED_041 Indicates the posting status of the bridge. FHWA OPEN_CLOSED_POSTED_041 String 2 0 0 SERVICE_ON_042A Type 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 FHWA SERVICE_ON_042A String 2 0 0 SERVICE_UND_042B Type 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 FHWA SERVICE_UND_042B String 2 0 0 STRUCTURE_KIND_043A Primary 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 FHWA STRUCTURE_KIND_043A String 2 0 0 STRUCTURE_TYPE_043B Predominant 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 - Other FHWA STRUCTURE_TYPE_043B String 4 0 0 APPR_KIND_044A Primary 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 FHWA APPR_KIND_044A String 2 0 0 APPR_TYPE_044B Predominant 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 - Other FHWA APPR_TYPE_044B String 4 0 0 MAIN_UNIT_SPANS_045 Number of main spans. FHWA MAIN_UNIT_SPANS_045 Integer 4 0 0 APPR_SPANS_046 Number of approach spans FHWA APPR_SPANS_046 Integer 4 0 0 HORR_CLR_MT_047 Total horizontal clearance between restrictions for the inventory route. FHWA HORR_CLR_MT_047 Double 8 0 0 MAX_SPAN_LEN_MT_048 Length of maximum span. FHWA MAX_SPAN_LEN_MT_048 Double 8 0 0 STRUCTURE_LEN_MT_049 Length of roadway which is supported on the bridge structure, measured along roadway centerline. FHWA STRUCTURE_LEN_MT_049 Double 8 0 0 LEFT_CURB_MT_050A Width of the left curb or sidewalk. FHWA LEFT_CURB_MT_050A Double 8 0 0 RIGHT_CURB_MT_050B Width of the right curb or sidewalk. FHWA RIGHT_CURB_MT_050B Double 8 0 0 ROADWAY_WIDTH_MT_051 Most restrictive minimum distance between curbs or rails on the structure roadway. FHWA ROADWAY_WIDTH_MT_051 Double 8 0 0 DECK_WIDTH_MT_052 Out-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. FHWA DECK_WIDTH_MT_052 Double 8 0 0 VERT_CLR_OVER_MT_053 Actual minimum vertical clearance over the bridge roadway, including shoulders, to any superstructure restriction. FHWA VERT_CLR_OVER_MT_053 Double 8 0 0 VERT_CLR_UND_REF_054A Indicates 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 FHWA VERT_CLR_UND_REF_054A String 2 0 0 VERT_CLR_UND_054B Minimum vertical clearance from the roadway (travel lanes only) or railroad track beneath the structure to the underside of the superstructure. FHWA VERT_CLR_UND_054B Double 8 0 0 LAT_UND_REF_055A Indicates 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 FHWA LAT_UND_REF_055A String 2 0 0 LAT_UND_MT_055B Minimum lateral underclearance on the right, measured from the right edge of the through roadway or the centerline of the railroad to the nearest obstruction. FHWA LAT_UND_MT_055B Double 8 0 0 LEFT_LAT_UND_MT_056 Minimum lateral underclearance on the left, measured from the right edge of the through roadway to the nearest obstruction. FHWA LEFT_LAT_UND_MT_056 Double 8 0 0 DECK_COND_058 Overall 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. FHWA DECK_COND_058 String 2 0 0 SUPERSTRUCTURE_COND_059 Overall 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. FHWA SUPERSTRUCTURE_COND_059 String 2 0 0 SUBSTRUCTURE_COND_060 Overall 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. FHWA SUBSTRUCTURE_COND_060 String 2 0 0 CHANNEL_COND_061 Overall 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. FHWA CHANNEL_COND_061 String 2 0 0 CULVERT_COND_062 Overall 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 FHWA CULVERT_COND_062 String 2 0 0 OPR_RATING_METH_063 Indicates 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 FHWA OPR_RATING_METH_063 String 2 0 0 OPERATING_RATING_064 Absolute maximum permissible load level to which the structure may be subjected for the vehicle type used in the rating. FHWA OPERATING_RATING_064 Double 8 0 0 INV_RATING_METH_065 Indicates 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 FHWA INV_RATING_METH_065 String 2 0 0 INVENTORY_RATING_066 Load level which can safely utilize an existing structure for an indefinite period of time. FHWA INVENTORY_RATING_066 Double 8 0 0 STRUCTURAL_EVAL_067 OBSOLETE FHWA STRUCTURAL_EVAL_067 String 2 0 0 DECK_GEOMETRY_EVAL_068 OBSOLETE FHWA DECK_GEOMETRY_EVAL_068 String 2 0 0 UNDCLRENCE_EVAL_069 OBSOLETE FHWA UNDCLRENCE_EVAL_069 String 2 0 0 POSTING_EVAL_070 Load 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 FHWA POSTING_EVAL_070 String 2 0 0 WATERWAY_EVAL_071 This item appraises the waterway opening with respect to passage of flow through the bridge. FHWA WATERWAY_EVAL_071 String 2 0 0 APPR_ROAD_EVAL_072 Adequacy of the approach roadway alignment. FHWA APPR_ROAD_EVAL_072 String 2 0 0 WORK_PROPOSED_075A Type 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. FHWA WORK_PROPOSED_075A String 4 0 0 WORK_DONE_BY_075B Indicates 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 forces FHWA WORK_DONE_BY_075B String 2 0 0 IMP_LEN_MT_076 Length of the proposed bridge improvement. FHWA IMP_LEN_MT_076 Double 8 0 0 DATE_OF_INSPECT_090 Month and year that the last routine inspection of the structure was performed. FHWA DATE_OF_INSPECT_090 String 8 0 0 INSPECT_FREQ_MONTHS_091 Number of months between designated inspections of the structure. FHWA INSPECT_FREQ_MONTHS_091 Integer 4 0 0 FRACTURE_092A Indicates whether the bridge has fracture critical details that require inspection and the number of months between fracture critical inspections. FHWA FRACTURE_092A String 6 0 0 UNDWATER_LOOK_SEE_092B Indicates whether an underwater inspection is required and the number of months between underwater inspections. FHWA UNDWATER_LOOK_SEE_092B String 6 0 0 SPEC_INSPECT_092C Indicates whether the bridge has special features that require inspection and the number of months between special feature inspections. FHWA SPEC_INSPECT_092C String 6 0 0 FRACTURE_LAST_DATE_093A Month and year that the last fracture critical feature inspection was performed. FHWA FRACTURE_LAST_DATE_093A String 8 0 0 UNDWATER_LAST_DATE_093B Month and year that the last underwater inspection was performed. FHWA UNDWATER_LAST_DATE_093B String 8 0 0 SPEC_LAST_DATE_093C Month and year that the last special feature inspection was performed. GeoPlan SPEC_LAST_DATE_093C String 8 0 0 BRIDGE_IMP_COST_094 Estimated 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. FHWA BRIDGE_IMP_COST_094 Integer 4 0 0 ROADWAY_IMP_COST_095 Estimated 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. FHWA ROADWAY_IMP_COST_095 Integer 4 0 0 TOTAL_IMP_COST_096 Estimated 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 95 FHWA TOTAL_IMP_COST_096 Integer 4 0 0 YEAR_OF_IMP_097 Year 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. FHWA YEAR_OF_IMP_097 Integer 4 0 0 OTHER_STATE_CODE_098A Neighboring state or country code for border bridges. 3rd digit is obsolete. FHWA OTHER_STATE_CODE_098A String 6 0 0 OTHER_STATE_PCNT_098B Indicates percent financial responsibility for the neighboring state for border bridges. FHWA OTHER_STATE_PCNT_098B String 4 0 0 OTHR_STATE_STRUC_NO_099 Not defined by source FHWA OTHR_STATE_STRUC_NO_099 String 30 0 0 STRAHNET_HIGHWAY_100 Indicates 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 FHWA STRAHNET_HIGHWAY_100 String 2 0 0 PARALLEL_STRUCTURE_101 Indicates 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. FHWA PARALLEL_STRUCTURE_101 String 2 0 0 TRAFFIC_DIRECTION_102 Direction 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 FHWA TRAFFIC_DIRECTION_102 String 2 0 0 TEMP_STRUCTURE_103 Indicates situations where temporary structures or conditions exist to facilitate traffic flow. T - Temporary structure(s) or conditions exist FHWA TEMP_STRUCTURE_103 String 2 0 0 HIGHWAY_SYSTEM_104 Indicates 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 NHS FHWA HIGHWAY_SYSTEM_104 String 2 0 0 FEDERAL_LANDS_105 Indicates 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 FHWA FEDERAL_LANDS_105 String 2 0 0 YEAR_RECONSTRUCTED_106 Year the most recent reconstruction of the bridge was completed FHWA YEAR_RECONSTRUCTED_106 Integer 4 0 0 DECK_STRUCTURE_TYPE_107 Predominant 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 FHWA DECK_STRUCTURE_TYPE_107 String 2 0 0 SURFACE_TYPE_108A Type 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 FHWA SURFACE_TYPE_108A String 2 0 0 MEMBRANE_TYPE_108B Type of membrane protecting the deck. 1- Built-up 2 - Performed Fabric 3 - Epoxy 8 - Unknown 9 - Other 0 - None N - Not applicable FHWA MEMBRANE_TYPE_108B String 2 0 0 DECK_PROTECTION_108C Type 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 FHWA DECK_PROTECTION_108C String 2 0 0 PERCENT_ADT_TRUCK_109 Percentage of ADT that is truck traffic. FHWA PERCENT_ADT_TRUCK_109 Integer 4 0 0 NATIONAL_NETWORK_110 Indicates 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 trucks FHWA NATIONAL_NETWORK_110 String 2 0 0 PIER_PROTECTION_111 Indicates 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 FHWA PIER_PROTECTION_111 String 2 0 0 BRIDGE_LEN_IND_112 Indicates 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 - N FHWA BRIDGE_LEN_IND_112 String 2 0 0 SCOUR_CRITICAL_113 Current 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. FHWA SCOUR_CRITICAL_113 String 2 0 0 FUTURE_ADT_114 Forecasted ADT for the inventory route projected 17-22 years from the last year of inspection. FHWA FUTURE_ADT_114 Integer 4 0 0 YEAR_OF_FUTURE_ADT_115 Projected year of future ADT. FHWA YEAR_OF_FUTURE_ADT_115 Integer 4 0 0 MIN_NAV_CLR_MT_116 Minimum vertical clearance for vertical lift bridges in the dropped or closed position, as indicated on the navigation permit when required. FHWA MIN_NAV_CLR_MT_116 Double 8 0 0 FED_AGENCY Indicates whether the bridge record was submitted by a federal agency. Y - Yes N - No FHWA FED_AGENCY String 2 0 0 SUBMITTED_BY Not defined by source GeoPlan SUBMITTED_BY String 4 0 0 BRIDGE_CONDITION Bridge Condition per 23 CFR 490.409. FHWA BRIDGE_CONDITION String 2 0 0 LOWEST_RATING Lowest Condition Code FHWA LOWEST_RATING Integer 4 0 0 DECK_AREA Deck Area per 23 CFR 490.409. FHWA DECK_AREA Double 8 0 0 DATE_ DATE String 8 0 0 STATUS Status 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 FHWA STATUS String 4 0 0 LAT_DD Latitude in decimal degrees. GeoPlan LAT_DD Double 8 0 0 LONG_DD Longitude in decimal degrees. GeoPlan LONG_DD Double 8 0 0 MGRS Military 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/ GeoPlan MGRS String 15 0 0 GOOGLEMAP Webpage hyperlink to location in Google Maps. GeoPlan GOOGLEMAP String 100 0 0 DESCRIPT Field added by GeoPlan based the following: str(!FEATURES_DESC_006A!) + " [" + !FACILITY_CARRIED_007! + " - " + !LOCATION_009! + "]" GeoPlan DESCRIPT String 254 0 0 FGDLAQDATE The date GeoPlan acquired the data from the source. GeoPlan FGDLAQDATE Date 8 0 0 AUTOID AUTOID Integer 4 0 Unique ID added by GeoPlan. 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