20230925 12073000 1.0 FALSE WGIS_BRIDGE_INVENTORY -9442055.868300 9403837.660700 498503.966600 5155133.383800 1 002 Projected GCS_WGS_1984 Linear Unit: Meter (1.000000) WGS_1984_Web_Mercator_Auxiliary_Sphere <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/3.4.0'><WKT>PROJCS[&quot;WGS_1984_Web_Mercator_Auxiliary_Sphere&quot;,GEOGCS[&quot;GCS_WGS_1984&quot;,DATUM[&quot;D_WGS_1984&quot;,SPHEROID[&quot;WGS_1984&quot;,6378137.0,298.257223563]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Mercator_Auxiliary_Sphere&quot;],PARAMETER[&quot;False_Easting&quot;,0.0],PARAMETER[&quot;False_Northing&quot;,0.0],PARAMETER[&quot;Central_Meridian&quot;,0.0],PARAMETER[&quot;Standard_Parallel_1&quot;,0.0],PARAMETER[&quot;Auxiliary_Sphere_Type&quot;,0.0],UNIT[&quot;Meter&quot;,1.0],AUTHORITY[&quot;EPSG&quot;,3857]]</WKT><XOrigin>-20037700</XOrigin><YOrigin>-30241100</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>102100</WKID><LatestWKID>3857</LatestWKID></ProjectedCoordinateSystem> 20250716 09361700 20250716 09361700 FGDC 625000 5000 dataset ODOT Office of Structural Engineering https://www.transportation.ohio.gov/working/engineering/structural 20260424 Enterprise Geodatabase Feature Class Esri ArcGIS 13.4.0.55405 WGIS_BRIDGE_INVENTORY Bridge Inventory 1 -84.9 -80.5 42.0 38.4 Inventory of bridges in Ohio <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>Inventory of all Ohio bridges carrying or going over public streets and highways. Manuals and coding guides: https://www.transportation.ohio.gov/working/engineering/structural/inspection</SPAN></P></DIV></DIV></DIV> Office of Structural Engineering BRIDGE STRUCTURE SFN ENGINEERING ASSETWISE <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>The information contained within this dataset is maintained by the Ohio Department of Transportation (ODOT), and is deemed to be public information. While every effort is made to assure the data is accurate and current, it must be accepted and used by the recipient with the understanding that no warranties, expressed or implied, concerning the accuracy, reliability or suitability of this data have been made. ODOT, its agents, and the developers of this data set assume no liability whatsoever associated with the use or misuse of the data contained herein.</SPAN></P></DIV></DIV></DIV> https://tims.dot.state.oh.us/tims/api/glossary/dataset/474a6698368d4e62a8be9978abbee579 ODOT Office of Structural Engineering https://www.transportation.ohio.gov/working/engineering/structural ODOT Office of Structural Engineering 45264 EPSG 6.18.3(9.3.1.2) WGIS_BRIDGE_INVENTORY Feature Class 45264 SFN NBI 008: Structure Number The Structure File Number is unique for each bridge within the state. text STR_LOC_CARRIED NBI 007: Facility Carried by Structure The facility being carried by the structure. In all situations this item describes the use "on" the structure. text RTE_ON_BRG_CD (208) Route on the Bridge 10- State (ODOT, Toll free). 11- ODNR. 12- State (Other, Toll free.) 20- Federal. 30- Toll Rd (State). 31- Toll Rd (Private). 40- County. 41- Municipal. 42- Township. 43- Park District. 44- Conservancy District. 99- Non highway. 00- Other text DISTRICT NBI 002: Highway Agency District The highway agency district in which the bridge is located shall be represented by a two 2 digit code. ( 01 - 12) text COUNTY_CD NBI 003: County (Parish) Code Counties shall be identified using the Federal Information Processing Standards (FIPS) codes given in the current version of the Census of Population and Housing – Geographic Identification Code Scheme. text INVENT_SPCL_DSGT (201) Special Designation Special designation text FIPS_CD NBI 004: Place Code Cities, towns, townships, villages, and other census-designated places identified using the FIPS codes given in the current version of the Census of Population and Housing - Geographic Identification Code Scheme. text INVENT_ON_UND_CD NBI 005A: Inventory Route: Record Type 1 - Route carried "ON" the structure. 2 - Single route goes "UNDER" the sturcture. A-Z - Multiple routes go "UNDER" the structure. 99 - Miscoded data. text INVENT_HWY_SYS_CD NBI 005B: Inventory Route: Route Signing Prefix 1 - Interstate highway. 2 - U.S. numbered highway. 3 - State highway. 4 - County highway. 5 - City street. 6 - Federal lands road. 7 - State lands road. 8 - Other. text INVENT_HWY_DSGT_CD NBI 005C: Inventory Route: Designated Level of Service 1 - Interstate highway. 2 - U.S. numbered highway. 3 - State highway. 4 - County highway. 5 - City street. 6 - Federal lands road. 7 - State lands road. 8 - Other. text INVENT_DIR_SFX_CD NBI 005E: Inventory Route: Direction Suffix 0 - N/A. 1 - North. 2 - East. 3 - South. 4 - West. text INVENT_FEAT NBI 006: Feature Intersected Description of the features intersected by the structure. text STR_LOC NBI 009: Location A narrative description of the bridge location. text LATITUDE_DD (16.01) Latitude - Ohio Latitude coordinate on the centerline of the route on the bridge at the end of the rear approach slab or start of the bridge limits traveling in the cardinal direction. numeric LONGITUDE_DD (17.01) Longitude - Ohio Longitude coordinate on the centerline of the route on the bridge at the end of the rear approach slab or start of the bridge limits traveling in the cardinal direction. numeric BRDR_BRG_STATE NBI 098A: Border Bridge: Neighboring State Code 185- Indiana. 214- Kentucky. 265- Michigan. 423- Pennsylvania. 543- West Virginia. text BRDR_BRG_PCT_RESP NBI 098B: Border Bridge: Percent Responsibility Percentage of total deck area of the existing bridge that the neighboring State is responsible for funding. text BRDR_BRG_SFN NBI 099: Border Bridge Structure Number The neighboring State’s National Bridge Inventory structure number. text MAIN_STR_MTL_CD NBI 043A: Structure Type, Main: Kind of Material/D... Kind of material: 1- Concrete. 2- Concrete contiunuous. 3- Steel. 4- Steel continuous. 5- Prestressed concrete. 6- Prestressed concrete continuous. 7- Wood. 8- Masonry. 9- Aluminum, wrought iron, or cast iron. 0- Other text MAIN_STR_TYPE_CD NBI 043B: Structure Type, Main: Type of Design/Con... 01-Slab. 02-Stringer/multi-beam or girder. 03-Girder and floor beam. 04-Tee beam. 05-Box beam multiple. 06-Box beam single. 07-Frame. 08-Orthotropic. 09-Truss deck. 10-Truss thru. 11-Arch deck. 12-Arch thru. See Bridge Inventory Guide for full list. text APPRH_STR_MTL_CD NBI 044A: Structure Type, Approach Spans: Kind of ... Kind of material: 1- Concrete. 2- Concrete contiunuous. 3- Steel. 4- Steel continuous. 5- Prestressed concrete. 6- Prestressed concrete continuous. 7- Wood. 8- Masonry. 9- Aluminum, wrought iron, or cast iron. 0- Other text APPRH_STR_TYPE_CD NBI 044B: Structure Type, Approach Spans: Type of ... 01-Slab. 02-Stringer/multi-beam or girder. 03-Girder and floor beam. 04-Tee beam. 05-Box beam multiple. 06-Box beam single. 07-Frame. 08-Orthotropic. 09-Truss deck. 10-Truss thru. 11-Arch deck. 12-Arch thru. See Bridge Inventory Guide for full list. text MAIN_SPANS NBI 045: Number of Spans in Main Unit The number of spans in the main or major unit. numeric APPRH_SPANS NBI 046: Number of Approach Spans Number of spans in the approach spans to the major bridge, or the number of spans of material different from that of the major bridge. numeric DECK_CD NBI 107: Deck Structure Type 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 text DECK_PROT_EXTL_CD NBI 108B: Type of Membrane 1- Built-up. 2- Preformed Fabric. 3- Epoxy. 8- Unknown. 9- Other. 0- None. N- Not Applicable. text DECK_PROT_INT_CD NBI 108C: Deck Protection 1- Epoxy Coated 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 text DECK_AREA (424) Deck Area The Deck Area is a product of the Bridge Deck Width (NBI #52) and Structure Length (NBI #49). In case of culverts, the deck area is product of the Approach Roadway width (NBI #32). numeric WEARING_SURF_CD NBI 108A: Type of Wearing Surface 1 Monolithic Concrete. 2 Integral Concrete. 3 Latex Concrete. 4 Low Slump Concrete. 5 Epoxy Overlay. 6 Bituminous. 7 Wood. 8 Gravel. 0 Other. N- Not Applicable. A- SDC Overlay. B Chip and Seal Overlay. C Micro-silica Modified Concrete Overlay text DEFIC_FUNC_RATING Status Status text PAINT_DT (483) Protective Coating System Date The most recent date the Protective Coating System was applied to the bridge. date YR_BUILT (263) Date Built The day, month and year the bridge was completed. If unknown, code 07/01/1900. date MAJ_RECON_DT (264) Major Reconstruction Date The date in month, day and year of the most recent major reconstruction (rehabilitation) of the structure. date TYPE_SERV1_CD NBI 042A: Type of Service: ON Bridge 1- Highway. 2- Railroad. 3- Pedestrian/bicycle. 4- Highway/railroad. 5- Highway/pedestrian. 6- Overpass, or second level of a multilevel interchange. 7- Third level. 8- Fourth level. 9- Building or plaza. 0- Other text TYPE_SERV2_CD NBI 042B: Type of Service: UNDER Bridge 1- Highway. 2- Railroad. 3- Pedestrian/bicycle. 4- Highway/railroad. 5- Waterway. 6- Highway/waterway. 7- Railroad/waterway. 8- Highway/waterway/railroad. 9- Relief for waterway. 0- Other text LANES_ON NBI 028A: Lanes on the Structure Number of lanes being carried by the structure. numeric LANES_UND NBI 028B: Lanes Under the Structure Number of lanes being crossed over by the structure. numeric INVENT_RTE_ADT NBI 029: Average Daily Traffic (ADT) Average daily traffic volume for the inventory route identified in Item 5. numeric BYPASS_LEN NBI 019: Bypass Detour Length The actual length to the nearest kilometer of the detour length. It is the total additional travel for a vehicle which would result from closing of the bridge. text NBIS_LEN_SW NBI 112: NBIS Bridge Length Yes/No. Does this structure meet or exceed the minimum length specified to be designed as a bridge for National Bridge Inspection Standards purposes. text INVENT_NHS_CD NBI 104: Highway System of the Inventory Route 0- route is NOT on the National Highway System (NHS). 1- route IS on the NHS. text FUNC_CLAS_CD NBI 026: Functional Classification of Inventory Ro... RURAL: 01-Principal Arterial (P.A.) Interstate, 02- P.A. Other, 06-Minor Arterial, 07-Major Collector, 08-Minor Collector, 09-Local. URBAN: 11- P.A. Interstate, 12- P.A. Freeway, 14- P.A. Other, 17-Collector, 19-Local. text DFNS_HWY_DSGT_SW NBI 100: STRAHNET Highway Designation 0- Not a STRAHNET route. 1- Interstate STRAHNET route. 2- Non-interstate STRAHNET route. 3- STRAHNET connector route. text PARALLEL_STR_CD NBI 101: Parallel Structure Designation R- The right structure of parallel bridges carrying the roadway in the direction of the inventory. L- The left structure of parallel bridges. This structure carries traffic in the opposite direction. N- No parallel structure exists. text DIR_TRAFFIC_CD NBI 102: Direction of Traffic 0- Highway traffic not carried. 1- one-way traffic. 2- two-way traffic. 3- One lane bridge for two-way traffic. text TEMP_STR_SW NBI 103: Temporary Structure Designation T- Temporary structure or conditions exist. text DSGT_NATL_NETW_SW NBI 110: Designated National Network 0- Route is not part of the national network for trucks. 1- Route is part of the national network for trucks. text TOLL_CD NBI 020: Toll 1- Toll bridge. 2 - On toll road. 3 - On free road. 4 - On Interstate toll segment under Secretarial Agreement. 5 - Toll bridge is a segment under Secretarial Agreement. text ROUTINE_RESP_CD (225A) Routine Maintenance Responsibility A 01- State Highway Agency (ODOT). 02- County Highway Agency. 03- Town or Township Highway Agency. 04- City or Municipal Highway Agency. 11- State Park, Forest or Reservation Agency (ODNR). See Bridge Inventory Guide for full list. text ROUTINE_RESP_CD_2 (225B) Routine Maintenance Responsibility B 01- State Highway Agency (ODOT). 02- County Highway Agency. 03- Town or Township Highway Agency. 04- City or Municipal Highway Agency. 11- State Park, Forest or Reservation Agency (ODNR). See Bridge Inventory Guide for full list. text MAINT_RESP_CD NBI 021: Maintenance Responsibility Agency legally responsible for the major maintenance of the bridge. 01-State. 02-County. 03-Township. 04-Municipal. 31-Turnpike. See Bridge Inventory Guide for full list. text MAINT_RESP_CD_2 (21B) Major Maint. Responsibility B 01- State Highway Agency (ODOT). 02- County Highway Agency. 03- Town or Township Highway Agency. 04- City or Municipal Highway Agency. 11- State Park, Forest or Reservation Agency (ODNR). See Bridge Inventory Guide for full list. text INSP_RESP_CD (221A) Inspection Program Responsibility(A) 01- State Highway Agency (ODOT). 02- County Highway Agency. 03- Town or Township Highway Agency. 04- City or Municipal Highway Agency. 11- State Park, Forest or Reservation Agency (ODNR). See Bridge Inventory Guide for full list. text INSP_RESP_CD_2 (221B) Inspection Program Responsibility(B) 01- State Highway Agency (ODOT). 02- County Highway Agency. 03- Town or Township Highway Agency. 04- City or Municipal Highway Agency. 11- State Park, Forest or Reservation Agency (ODNR). See Bridge Inventory Guide for full list. text HIST_SGN_CD NBI 037: Historical Significance 1- Bridge is on the National Register of Historic Places (NRHP). 2- Bridge is eligible for the NRHP. 3- Bridge is on a state or local historic register. 4- Historical significance is not determinable. 5- Bridge is not eligible for the NRHP. text NAV_CONTROL_SW NBI 038: Navigation Control N- Not applicable, no waterway. 0- No navigation control on waterway (permit not required). 1- Navigation control on waterway (bridge permit required). text NAV_VRT_CLR NBI 039: Navigation Vertical Clearance Clearance that is allowable for navigation purposes, recorded to the nearest foot. numeric NAV_HORIZ_CLR NBI 040: Navigation Horizontal Clearance Measurement, to the nearest foot, shown on a navigation permit. May be less than the structure allows. numeric SUBS_FENDERS NBI 111: Pier or Abutment Protection Pier protection features (fenders, dolphins, etc). 1- Not required. 2- In place and functioning. 3- In place, deteriorated condition. 4- In place, design reevaluation suggested. 5- None present but reevaluation suggested text MIN_NAV_VRT_CLR NBI 116: Minimum Navigation Vertical Clearance, Ve... Minimum vertical clearance, rounded to the nearest foot, imposed at the site as measured above a datum that is specified on a navigation permit issued by a control agency. Only for vertical lift bridges in the dropped or closed position. numeric INSP_DT NBI 090: Routine Inspection Date Routine inspection date date DSGT_INSP_FREQ NBI 091: Designated Inspection Frequency Designated frequency of routine inspections. numeric FRAC_CRIT_INSP_SW NBI 092A: Critical Features: Fracture Critical Req... Yes/No. Is fracture critical inspection required. text FRACCRIT_INSP_FREQ NBI 092A: Critical Features: Fracture Critical Det... Fracture critical inspection frequency. numeric FRAC_CRIT_INSP_DT NBI 093A: Critical Feature Inspection Date: Fractu... Fracture critical inspection date. date DIVE_INSP_SW NBI 092B: Critical Features: Underwater Inspection... Yes/No. Is underwater inspection required. text DIVE_INSP_FREQ NBI 092B: Critical Features: Underwater Inspection... Underwater inspection frequency. numeric DIVE_INSP_DT NBI 093B: Critical Feature Inspection Date: Underw... Underwater inspection date. date SPCL_INSP_SW NBI 092C: Critical Features: Special Inspection Re... Yes/No. Is special inspection required. text SPCL_INSP_FREQ NBI 092C: Critical Features: Special Inspection Special inspection frequency. numeric SPCL_INSP_DT NBI 093C: Critical Feature Inspection Date: Specia... Special inspection date. date SNOOPER_INSP_SW (92D.01) Snooper Inspection Y/N Is snooper inspection required. text DECK_SUMMARY NBI 058: Deck 9-Excellent. 8-Very Good. 7-Good. 6-Satisfactory. 5-Fair. 4-Poor. 3-Serious. 2-Critical. text DECK_WEAR_SURF (58.01) Wearing Surface Deck wearing surface inspection. See Bridge Inspection Manual. text DECK_EXPN_JOINTS (58.02) Expansion Joint Deck expansion joint inspection. See Bridge Inspection Manual. text SUPS_SUMMARY NBI 059: Superstructure 9-Excellent. 8-Very Good. 7-Good. 6-Satisfactory. 5-Fair. 4-Poor. 3-Serious. 2-Critical. text PAINT (59.01) Protective Coating System (PCS) Protective coating system inspection. See Bridge Inspection Manual. text SUBS_SUMMARY NBI 060: Substructure 9-Excellent. 8-Very Good. 7-Good. 6-Satisfactory. 5-Fair. 4-Poor. 3-Serious. 2-Critical. text CHAN_SUMMARY NBI 061: Channel and Channel Protection 9-Excellent. 8-Very Good. 7-Good. 6-Satisfactory. 5-Fair. 4-Poor. 3-Serious. 2-Critical. text SUBS_SCOUR (61.01) Scour Scour inspection. See Bridge Inspection Manual. text CULVERT_SUMMARY NBI 062: Culverts 9-Excellent. 8-Very Good. 7-Good. 6-Satisfactory. 5-Fair. 4-Poor. 3-Serious. 2-Critical. text GEN_APPRAISAL (67.01) General Appraisal (lowest bold) The lowest of the Superstructure, Substructure or Supplemental Summary. See Bridge Inspection Manual. text DESIGN_LOAD_CD NBI 031: Design Load 0-Unknown. 1- H 10. 2- H 15. 3- HS 15. 4- H 20. 5- HS 20. 6- HS 20-44 + Mod. 7- Pedestrian. 8- Railroad. 9- HS 25 or greater. A- HL 93. B- Greater than HL93. C-Other. text RAT_OPR_LOAD_FACT NBI 064: Operating Rating This capacity rating, referred to as the operating rating, will result in the absolute maximum permissible load level to which the structure may be subjected for the vehicle type used in the rating. text RAT_INV_LOAD_CD NBI 065: Method Used to Determine Inventory Rating Load rating method used to determine the Inventory Rating (66). See Bridge Inventory Guide for code descriptions. text RAT_INV_LOAD_FACT NBI 066: Inventory Rating This capacity rating, referred to as the inventory rating, will result in a load level which can safely utilize an existing structure for an indefinite period of time. text GEN_OPR_STATUS NBI 041: Structure Open, Posted, or Closed to Traf... A- Open. B- Open, posting recommended. D- Open, temporary shoring, etc. E- Open, temporary structure in place. G- New structure not yet open. K- Closed. P- Posted for load. R- Posted for other restriction. text BRG_POSTING NBI 070: Bridge Posting 4 or less- Posting required. 5- No posting required. text CALC_STR_EVAL NBI 067: Structural Evaluation N- Not applicable. 9- Superior to desirable criteria. 8- Equal to desirable criteria. 7- Better than minimum criteria. 6- Equal to minimum criteria. 5-Somewhat better than minimum adequacy. See Bridge Inventory Guide for full list. text CALC_DECK_GEOM NBI 068: Deck Geometry N- Not applicable. 9- Superior to desirable criteria. 8- Equal to desirable criteria. 7- Better than minimum criteria. 6- Equal to minimum criteria. 5-Somewhat better than minimum adequacy. See Bridge Inventory Guide for full list. text CALC_UNDC NBI 069: Underclearances, Vertical and Horizontal N- Not applicable. 9- Superior to desirable criteria. 8- Equal to desirable criteria. 7- Better than minimum criteria. 6- Equal to minimum criteria. 5-Somewhat better than minimum adequacy. See Bridge Inventory Guide for full list. text WW_ADEQUACY_CD NBI 071: Waterway Adequacy N- Bridge not over a waterway. 9- Deck and approaches above flood level elevations. 8- Deck above approaches; slight chance of overtopping approaches. See Bridge Inventory Guide for full list. text APPRH_ALGN_CD NBI 072: Approach Roadway Alignment N- Not applicable. 9- Superior to desirable criteria. 8- Equal to desirable criteria. 7- Better than minimum criteria. 6- Equal to minimum criteria. 5-Somewhat better than minimum adequacy. See Bridge Inventory Guide for full list. text SURVEY_RAILING NBI 036A: Traffic Safety Features: Bridge Railings... 0 - Inspected feature does not meet current acceptable standards or a safety feature is required and none is provided. 1 - Inspected feature meets current acceptable standards (ODOT). N - Not applicable or a safety feature is not required. text SURVEY_TRANSITION NBI 036B: Traffic Safety Features: Transitions 0 - Inspected feature does not meet current acceptable standards or a safety feature is required and none is provided. 1 - Inspected feature meets current acceptable standards (ODOT). N - Not applicable or a safety feature is not required. text SURVEY_GUARDRAIL NBI 036C: Traffic Safety Features: Approach Guardr... 0 - Inspected feature does not meet current acceptable standards or a safety feature is required and none is provided. 1 - Inspected feature meets current acceptable standards (ODOT). N - Not applicable or a safety feature is not required. text SURVEY_RAIL_ENDS NBI 036D: Traffic Safety Features: Approach Guardr... 0 - Inspected feature does not meet current acceptable standards or a safety feature is required and none is provided. 1 - Inspected feature meets current acceptable standards (ODOT). N - Not applicable or a safety feature is not required. text SCOUR_CRIT_CD NBI 113: Scour Critical Bridges 9- Bridge foundations on dry land well above flood water elevations. 8- foundations determined to be stable for the assessed or calculated scour conditions; calculated scour is above top of footing. See Bridge Inventory Guide for full list. text MAX_SPAN_LEN NBI 048: Length of Maximum Span Length of the maximum (longest) span. numeric OVRL_STR_LEN NBI 049: Structure Length Total length of the structure measured along the centerline of the roadway. numeric SIDW_WD_L NBI 050A: Curb or Sidewalk Width: Left Side Width of the left curb or sidewalk. Left/right determined on the basis of the route's cardinal direction. numeric SIDW_WD_R NBI 050B: Curb or Sidewalk Width: Right Side Width of the right curb or sidewalk. Left/right determined on the basis of the route's cardinal direction. numeric BRG_RDW_WD NBI 051: Bridge Roadway Width, Curb-To-Curb The most restrictive minimum distance between curbs or rails on the structure roadway. numeric DECK_WD NBI 052: Deck Width, Out-To-Out The out-to-out structure width. numeric APPRH_RDW_WD NBI 032: Approach Roadway Width Number to the nearest foot which represents the normal width of the roadway approaching the structure. numeric MEDIAN_CD NBI 033: Bridge Median 0- No median. 1- Open median. 2- Closed median (no barrier). 3- Closed median with non-mountable barriers. text SKEW_DEG NBI 034: Skew Angle produced when the longitudinal members of a bridge are not perpendicular to the substructure; the skew angle is the acute angle between the alignment of the bridge and a line perpendicular to the centerline of the substructure units numeric FLARED_SW NBI 035: Structure Flared Whether or not the width of the structure varies. 0- No flare. 1- Yes, flared. text MIN_HORIZ_CLR_C NBI 047: Inventory Route, Total Horizontal Clearan... Largest available horizontal clearance for the movement of wide loads. numeric MINVRT_UNDCLR_C NBI 054: Minimum Vertical Under Clearance Minimum Vertical Under Clearance IMPR_TYP_WORK_CD NBI 075A: Type of Work: Type of Work Proposed 31- Replacement, substandard capacity. 32- Replacement, relocation of road. 33- Widening without deck rehab. 34- Widening with deck rehab. 35- Rehabilitation, general deterioration. 36- Deck rehabilitation. 37- Deck replacement. 38- Other text IMPR_TYP_MEANS_CD NBI 075B: Type of Work: Work Done by 1- By contract. 2- By owner's forces. text IMPR_LNG NBI 076: Length of Structure Improvement Length of the bridge portion to be improved. numeric IMPR_BRG_COST NBI 094: Bridge Improvement Cost Estimated cost of proposed bridge improvements, only bridge construction costs included. Code represents value in thousands of dollars. 7- $7,000. 56- $56,000. 7451- $7,451,000. numeric IMPR_RDW_COST NBI 095: Roadway Improvement Cost Estimated cost of proposed bridge construction, excluding roadway, right of way, detour demolition, preliminary engineering, etc. Code represents value in thousands of dollars. 7- $7,000. 56- $56,000. 7451- $7,451,000. numeric IMPR_TOT_PROJ_COST NBI 096: Total Project Cost Total project cost, including incidental costs not included in Items 94 and 95. Code represents value in thousands of dollars. 7- $7,000. 56- $56,000. 7451- $7,451,000. numeric IMPR_COST_EST_YR NBI 097: Year of Improvement Cost Estimate The year that the costs of work estimated in Item #94 – Bridge Improvements Cost, Item #95 – Roadway Improvement Cost, and Item 96 – Total Project Cost were based upon. numeric FUTURE_ADT NBI 114: Future Average Daily Traffic The forecasted average daily traffic (ADT) for the inventory route identified in NBI Item #5 numeric FUTURE_ADT_YR NBI 115: Year of Future Average Daily Traffic The year represented by the future ADT in Item #114. numeric DEDICATED_NME (203) Bridge Name (Dedicated Name) The official name (if applicable) of the bridge. text INVENT_PREF_RTE (206) Inventory Preferred Route P- Inventory route is the preferred route in an overlap area. NP-Non preferred route. text SUFF_RATING Unofficial Sufficiency Rating Unofficial sufficiency rating text INVENT_COUNTY (220) Inventory Location County in which the bridge is located text SEISMIC_SUSCEPT_CD (226) Seismic Susceptibility 1 Unreinforced masonry. 2 Simple span approaches to large truss bridges. 3 Prestressed I. 4 Non-redundant steel pier caps. 5 Multiple column type piers. 6 Centerline of bearing 4” or less to face of abutment. 7 Seated hinges. N Not applicable text GASB_34_SW (227) GASB Y/N GASB Bridge - All State System Bridges excluding Major Bridge, ODNR, Turnpike, and Non-Highway bridges not maintained by ODOT. text APERTURE_FABR_SW (245) Aperture Cards Fabrication Y/N If the Fabrication Aperture Cards are available for the bridge. text APERTURE_ORIG_SW (246) Aperture Cards Original Y/N If the Original Aperture Cards are available for the bridge. text APERTURE_REP_SW (247) Aperture Cards Repair Y/N If the Repair Aperture Cards are available for the bridge. text ORIG_PROJ_NBR (248) Original Construction Project Number The number of the Ohio Project which the structure was originally constructed. text STD_DRW_NBR (251) Standard Drawing Number The Standard Drawing Number for the bridge superstructure. text MICROFILM_NBR (252) Microfilm Reel Number Any Microfilm Reel Numbers that contain information about the bridge. text REMARKS (261) Bridge Remarks Remarks coded by the ODOT CO. text UTL_ELECTRIC_SW (265) Electric Line Present Y/N Is electric line present. text UTL_GAS_SW (266) Gas Line Present Y/N Is gas line present. text UTL_SEWER_SW (269) Sanitary Sewer Present Y/N Is sewer line present. text WEAR_SURF_DT (422) Wearing Surface Date The month, day and year of the most recent wearing surface application (i.e. concrete overlays, bituminous, etc.) date RTE_UND_BRG_CD (207) Route System Under the Bridge 10- State (ODOT, Toll free). 11- ODNR. 12- State (Other, Toll free.) 20- Federal. 30- Toll Rd (State). 31- Toll Rd (Private). 40- County. 41- Municipal. 42- Township. 43- Park District. 44- Conservancy District. 99- Non highway. 00- Other text WEARING_SURF_THCK (423) Wearing Surface Thickness Whether the wearing surface is a separate wearing surface material or monolithic concrete, code the total thickness rounded to the nearest inch. numeric LOAD_RAT_YR (704) Load Rating Date The date when the structure was last load rated. If the bridge is closed, the year closed. numeric RATING_SOFT_CD (708) Load Rating Software 1- BARS. 2- BRASS. 3- AASHTO BrR (VIRTIS). 4- Testing 5 Finite Element (FE) Program. 6- In House Program/Spreadsheet. 7- Combination. 8- Other program. 9- Manual Calculations. 0- Assigned rating (no calculations were done) text CATWALKS_SW (459) Inspection Access System Y/N Is Inspection Access System present on bridge. text RETIRE_REASON_CD (257) Record Retiring Reason 1- Replaced(>= 50% Suff Rating). 2- Replaced(< 50% Suff Rating). 3- Abandoned(not on public route). 4- Collapsed, not replaced. 5- Closed, not replaced. 7- Collapsed and replaced. 0- Other. text REC_ADD_DT (259) Record Add Date The date when a proposed SFN is made active first time. date MPO_CD (204) Ohio Designated MPO 01- AMATS. 02- BHJTS. 03- Bel-O-Mar. 04- Eastgate. 05- KYOVA. 06- LCATS. 07- MORPC. 08- NOACA. 09- OKI. 10- SCATS. 11- MVRPC. 12- LACRPC. 13- RCRPC. 14- CCSTCC. 15- TMACOG. 16- WWWIPC. 17- ERPC. NN- None. UU- Unknown text TEMP_SUBDECKING_SW (224) Temporary Subdecking Y/N Does temporary sub decking exist. text APPRH_SLAB_SW (404) Approach Slab Type 1- Reinforced concrete. 2- Prestressed concrete. 3- None. 4- Unknown. text MEDIAN_TYP1_CD (406) Bridge Median Type (1) 1- Level median. 2- Raised median. N- None or not present. text MEDIAN_TYP2_CD (406) Bridge Median Type (2) 1- Steel barrier. 2- Concrete barrier. 3- 32” Deflector (New Jersey). 4- 42” Deflector (New Jersey). 5- 50” Deflector (New Jersey). 6- 32” Deflector (General Motors). 7- 36” Deflector (New Jersey). N- non barrier. 0- Other text MEDIAN_TYP3_CD (406) Bridge Median Type (3) 1- Open joint. 2- Filled joint. N- No joint. text RAILING_TYP_CD (407) Bridge Railing Type 1- Reinforced Concrete Parapet. 2- Reinforced Concrete and Steel. 3- Reinforced Concrete Safety Curb and Parapet with Aluminum Railing. 4- Reinforced Concrete Post and Steel Panel. See Bridge Inventory Guide for full list. text COMPOSITE_STR_CD (408) Composite Deck Code N- Non-composite Construction. Y- Composite Construction. X- Not Applicable. U- Unknown text ELAS_STRP_TROU2_SW (419) Expansion Joint with Trough Retrofit 2 Y/N An elastomeric trough installed as part of the expansion joint system retrofit. text ELAS_STRP_TROU3_SW (421) Joint Trough (Y/N) Y/N Is an expansion joint with trough present. text FENCING_SW (431) Fence Y/N Is a fence present on the bridge. text GLARE_SCREEN_SW (433) Glare Screen Y/N Is a glare screen present on the bridge. text NOISE_BARRIER_SW (434) Noise Barrier Walls Y/N Is a noise barrier present on the bridge. text STR_STEEL_PROT_CD (482) Protective Coating System Type 1- Red lead. 2- Unpainted weathered steel. 3- Paint system A. 4- Paint system B. 5- Paint system OZEU. 6- Galvanized. 7- Metalized (Alum/Zinc). A- EEU. B- Epoxy, urethane sealers. C- Non epoxy sealers See Bridge Inventory Guide for full list text CURB_SIDW_MTL_L (427) Left Sidewalk/Curb Material 1- Concrete. 2- Steel. 3- Timber. N- None. 0- Other text CURB_SIDW_MTL_R (428) Left Sidewalk/Curb Type 1- Safety Curb (2’ or less width). 2- Sidewalk (greater than 2’ in width). 3- Felloe Guards. 4- Open Grid. 5- Filled Grid. 6- Check Plate. N- None or N/A (RR, Pedestrian, etc). 0- Other text CURB_SIDW_TYP_L (429) Right Sidewalk/Curb Material 1- Concrete. 2- Steel. 3- Timber. N- None. 0- Other text CURB_SIDW_TYP_R (430) Right Sidewalk/Curb Type 1- Safety Curb (2’ or less width). 2- Sidewalk (greater than 2’ in width). 3- Felloe Guards. 4- Open Grid. 5- Filled Grid. 6- Check Plate. N- None or N/A (RR, Pedestrian, etc). 0- Other text HINGE_CD (468) Hinges/Pins/Hangers Type 1- Pins & Hangers. 2- Pins, Pin Plates. 3- Seated Hinges (Rollers, Plates, Pot Bearings). 4- Other (includes Strut). N- Not Applicable (structures with no hinges) text DECK_DRN_CD (409) Deck Drainage Type 1- Over the side (without drip strip). 2- Opening thru curbs or wheel guards. 3- Scuppers and downspouts. 4- Inlets with drain pipes. 5- Drainage trough under open joints. 6- Over the side. N- None. 0- Other (Natural off the bridge ends) text DECK_CONC_TYP_CD (411) Deck Concrete Type 1- Class C. 2- Class S Superstructure. 3- Class S Superstructure using shrinkage compensating cement. 4- Class S Superstructure with Type 2 cement. 5- High Performance Concrete Superstructure, Type 3. See Bridge Inventory Guide for full list. text EXPN_JOINT1_CD (414A) Expansion Joint Type 1 1 Metal Finger. 2 Sliding Metal Plate Angle. 3 Compression Seal. 4 Poured. 5 Open (Armored). 6 Open (Unarmored). 7 Steel Reinforced Elastomeric. 8 Elastomeric Strip Seal. N None. 0 Other. A Modular. B Polymer modified expansion device text EXPN_JOINT2_CD (414B) Expansion Joint Type 2 1 Metal Finger. 2 Sliding Metal Plate Angle. 3 Compression Seal. 4 Poured. 5 Open (Armored). 6 Open (Unarmored). 7 Steel Reinforced Elastomeric. 8 Elastomeric Strip Seal. N None. 0 Other. A Modular. B Polymer modified expansion device text EXPN_JOINT3_CD (414C) Expansion Joint Type 3 1 Metal Finger. 2 Sliding Metal Plate Angle. 3 Compression Seal. 4 Poured. 5 Open (Armored). 6 Open (Unarmored). 7 Steel Reinforced Elastomeric. 8 Elastomeric Strip Seal. N None. 0 Other. A Modular. B Polymer modified expansion device text HORIZ_CRV_RADIUS (301) Horizontal Curve Degree Blank- structure is primarily on a tangent. 9999- Spiral. 0000-non tangent, unkown curvature. 1830- 18 degrees 30 minutes. text BEARING_DEVICE1_CD (453) Bearing Device 1, Type 1- Rollers. 2- Rockers & Bolsters. 3- Sliding, Bronze. 4- Elastomeric, Plain. 5- Pot. 6- Spherical. 7- Disc. 8- Fixed Arch-Rib. N- None. 0- Other. A- Sliding, Other. B- Fixed. C- Elastomeric, laminated. D- Integral & semi-integral abutment bearings text BEARING_DEVICE2_CD (455) Bearing Device 2, Type 1- Rollers. 2- Rockers & Bolsters. 3- Sliding, Bronze. 4- Elastomeric, Plain. 5- Pot. 6- Spherical. 7- Disc. 8- Fixed Arch-Rib. N- None. 0- Other. A- Sliding, Other. B- Fixed. C- Elastomeric, laminated. D- Integral & semi-integral abutment bearings text FRAMING_TYP_CD (465) Framing Type 1- Curved Beams/Girders Framing. 2- Dog-legged or Kinked Framing. 3- Flared Beams/Girders Framing. 4- Straight Beams/Girders Framing. 0- Other Framing. N- None or Not Applicable text HAUNCH_GIRD_SW (466) Haunched Girder Y/N Does bridge contain a haunched girder. text LONG_MEMB_TYP_CD (474) Main Structure System 1- two girder. 2- three girder. 3- four(+) girder. 4- two trusses, welded. 5- two trusses, riveted. 6- three(+) trusses, welded. 7- three(+) trusses, riveted. A- two(+) steel arches, welded. See Bridge Inventory Guide for full list. text MAIN_MEM_CD (475) Main Member Type 1- Rolled steel. 2- Riveted built-up steel. 3- Welded built-up steel. 4- Concrete tee beam. 5- Concrete girder. 6- Prestressed concrete box beam. 7- Prestressed concrete I beam. 8- Timber. See Bridge Inventory Guide for full list. text MAJOR_BRG_SW (218) Major Bridge Y/N Does structure meet Major Bridge criteria. See Bridge Inventory Guide for criteria. text PRED_STR_STEEL_TYP (487) Structural Member Steel Type 1- A588 (Weathering Steel). 2- A572. 3- A441. 4- A440. 0- Other. A- Wrought Iron. B- Hybrid (A572 or A588 flanges with A36 webs). C- Hybrid (A709 grade 70W flanges with 50W webs). D- A709 Grade 50 . See Bridge Inventory Guide for full list text PAINT_SURFACE_AREA (498) Protective Coating System Surface Area Protective coating system surface area numeric STR_STEEL_PAINT_CD (499) Structural Steel Paint Where the prime coat of paint was applied to structural steel. 1- Shop. 2- Field. 3- Combination. U- Unknown. N- None. text POST_TENSION_SW (478) Post Tensioned Main Member Code Y/N Is bridge Post Tensioned. text ABUT_FWD_TYP_CD (526) Abutment Forward Type 1- Gravity. 2- Cantilever. 3- Solid Wall. 4- Cellular or “U”. 5- Stub Gravity. 6- Stub-Capped Pile. 7- Integral. 8- Pedestal. B- Capped Pile Bent. C- Cap & Column. D- Semi-Integral. See Bridge Inventory Guide for full list text ABUT_FWD_MATL_CD (527) Abutment Forward Material Type 1- Stone. 2- Concrete. 3- Concrete and Stone. 4- Timber. 5- Steel. 6- Steel and Timber. 7- Steel and Concrete. N- None. 0- Other text ABUT_FWD_CD (528) Abutment Forward - Foundation Type 1- Steel H Piles (Other size). 2- Cast in place reinforced concrete piles (Other diameter). 3- Drilled shafts. 4-Spread footing. 5- Timber piles. 6-Rock. 7- Steel H Piles (HP 10 x 42). See Bridge Inventory Guide for full list text ABUT_REAR_TYP_CD (531) Abutment Rear Type 1- Gravity. 2- Cantilever. 3- Solid Wall. 4- Cellular or “U”. 5- Stub Gravity. 6- Stub-Capped Pile. 7- Integral. 8- Pedestal. B- Capped Pile Bent. C- Cap & Column. D- Semi-Integral. See Bridge Inventory Guide for full list text ABUT_REAR_MATL_CD (532) Abutment Rear Material Type 1- Stone. 2- Concrete. 3- Concrete and Stone. 4- Timber. 5- Steel. 6- Steel and Timber. 7- Steel and Concrete. N- None. 0- Other text ABUT_REAR_CD (533) Abutment Rear - Foundation Type 1- Steel H Piles (Other size). 2- Cast in place reinforced concrete piles (Other diameter). 3- Drilled shafts. 4-Spread footing. 5- Timber piles. 6-Rock. 7- Steel H Piles (HP 10 x 42). See Bridge Inventory Guide for full list text PRED_PIER_TYP_CD (534) Pier 1 (Predominate) Type 1- Gravity. 2- Cantilever (Tee) Open Panel. 3- Cantilever (Tee) Solid Panel. 4- Open Column. 5- Capped Column. 6- Straddle Bent Column. 8- Capped Pile. 0- Other. A- Solid Wall. B- Tower. N- None text PRED_PIER_MATL_CD (535) Pier 1 (Predominate) Material 1- Stone. 2- Concrete. 3- Concrete and Stone. 4- Timber. 5- Steel. 6- Steel and Timber. 7- Steel and Concrete. N- None. 0- Other text PIER_PRED_CD (536) Pier 1 Type - Foundation Type 1- Steel H Piles (Other size). 2- Cast in place reinforced concrete piles (Other diameter). 3- Drilled shafts. 4-Spread footing. 5- Timber piles. 6-Rock. 7- Steel H Piles (HP 10 x 42). See Bridge Inventory Guide for full list text PIER_1_TYP_CD (537) Pier 2 Type 1- Gravity. 2- Cantilever (Tee) Open Panel. 3- Cantilever (Tee) Solid Panel. 4- Open Column. 5- Capped Column. 6- Straddle Bent Column. 8- Capped Pile. 0- Other. A- Solid Wall. B- Tower. N- None text PIER_1_MATL_CD (538) Pier 2 Material 1- Stone. 2- Concrete. 3- Concrete and Stone. 4- Timber. 5- Steel. 6- Steel and Timber. 7- Steel and Concrete. N- None. 0- Other text PIER_OTH1_CD (539) Pier 2 Type - Foundation Type 1- Steel H Piles (Other size). 2- Cast in place reinforced concrete piles (Other diameter). 3- Drilled shafts. 4-Spread footing. 5- Timber piles. 6-Rock. 7- Steel H Piles (HP 10 x 42). See Bridge Inventory Guide for full list text SLOPE_PROT_TYP_CD (547) Slope Protection Type 1- Concrete (cast-in-place). 2- Stone (No. 1 Aggregate). 3- Rip Rap (dumped rock or rock channel protection). 4- Gabions (wire mesh baskets filled with stone). 5- Fabric bags filled with concrete. 0- Other. See Bridge Inventory Guide for full list text CULVERT_TYP_CD (575) Culvert Type 1- Slab Top. 2- 4 Sided Box (Concrete Cast-In-Place). 3- 3 Sided Frame (Concrete Cast-In-Place). 4- Pipe-Circular. 5- Pipe-Arch (also includes stone). 6- Pipe-Elliptical. 7- Arch (Multi-Plate). See Bridge Inventory Guide for full list text CULVERT_LEN (578) Culvert Length Inlet_to_Outlet The out/out length of culvert type bridges numeric CULVERT_FILL_DEPTH (580) Fill Depth Over Culvert The depth of fill over a culvert in feet. numeric SCENIC_WATERWAY_SW (651) Scenic River Y/N Is the waterway classified as a scenic river. text CHAN_PROT_TYPE_CD (655) Channel Protection Type 1- Concrete. 2- Stone. 3- Sheet Piling. 4- Piling. 5- Rip Rap. 6- Gabions. 7- Fabric bags filled with concrete or sand. N- None. 0- Other. X- Not Applicable. A- Precast concrete (panels). B- Earthen Dikes. U- Unknown text STREAM_VELOCITY (663) Stream Velocity The hundred-year velocity of the stream under the bridge. text HIST_TYP_CD (828) Historical Bridge Type Historical bridge type code text HIST_BUILDER_CD (831) Historical Builder Historical bridge builder code. See Bridge Inventory Guide for code descriptions. text NBIS_BRIDGE_LENGTH (306) NBIS Bridge Length Measurement along the centerline of the roadway between under copings of abutments or spring lines of arches, or extreme ends of openings for multiple boxes. numeric NLF_ID NLFID ODOT Network Linear Feature ID. Primary key field that is the basis for identifying unique roadway segments in ODOT's graphic roadway network. The attribute is made up of seven components that describe administrative and other characteristics related to a route segment; Positions (1) - Jurisdiction, (2 thru 4) - County Code, (5 thru 6) - Route Type, (7 thru 11) - Route Number, (12) - Extension Code, (13) - Description Code, (14) - Direction Code; For further definitions of codes, please refer to the Roadway Information Manual text MAIN_STR_DESCR_CD (43C) Main Structure Description 1- Pony truss. 2- Through girder. 3- Filled arch. N- Not applicable text APPRH_STR_DESCR_CD (44C) Approach Structure Description 1- Pony truss. 2- Through girder. 3- Filled arch. N- Not applicable text HIST_BUILD_YR (827) Historical Year Built Historical bridge year built text CTL_BEGIN_NBR CTL_BEGIN_NBR The point of origin for a given section of road. All routes are county-based, generally beginning at 0.000 where a segment begins. CTL-county true log. double(8, 3) LOAD_RAT_PCT (734) Ohio Percent Legal For bridges carrying highways, the percent of Ohio Legal Roads to the nearest 5%. 065- 65%. 125- 125% numeric JURISDICTION JURISDICTION Type of jurisdiction to which the section of the route belongs. (C) County. (F) Federal. (M) Municipal. (P) Private. (S) State. (T) Township. (X) Unknown. text(1) ROUTE_NBR ROUTE_NBR Transportation route identification number. Each State system route number is unique within the entire state. Local Roadways are unique within a given county. Right justified, left filled with zero. Fourth component of the NLFID. Text ROUTE_SUFFIX ROUTE_SUFFIX Single letter extension code used with the route number in local and municipal systems to guarantee uniqueness; Fifth component of the NLFID. Text ROUTINE_INSP_DUE ROUTINE_INSP_DUE Routine inspection due date date FRAC_CRIT_INSP_DUE FRAC_CRIT_INSP_DUE Fracture critical inspection due date date DIVE_INSP_DUE DIVE_INSP_DUE Dive inspection due date date SPCL_INSP_DUE SPCL_INSP_DUE Special inspection due date date BIA_REPORT BIA_REPORT Link to Bridge Inventory and Appraisal Report pdf document text(255) STATE_ROUTE_BR_PHOTOS STATE_ROUTE_BR_PHOTOS Link to bridge photos text(255) ROUTE_TYPE Route Type Two letter code indicating the basic transportation grouping or system that the route belongs to - third component of the NLFID. IR, US, SR, CR, TR, MR, etc text DIVIDED_HWY DIVIDED_HWY Indicates whether a roadway section is part of a divided highway text(3) ACCESS_CONTROL ACCESS_CONTROL Degree of access control for a given section of the road. (1) Full Access Control - Preference given to through traffic movements by providing interchanges with selected public roads, and by prohibiting crossing at-grade and direct driveway connections (i.e., limited access to the facility). (2) Partial Access Control - Preference given to through traffic movement. In addition to interchanges, there may be some crossings at-grade with public roads, but, direct private driveway connections have been minimized through the use of frontage roads or other local access restrictions. Control of curb cuts is not access control. (3) No Access Control - No degree of access control exists (i.e., full access to the facility is permitted). text(1) URBAN_AREA_CODE URBAN_AREA_CODE U.S. Census Urban Area Code associated with the section of roadway text(5) BASE_TYPE BASE_TYPE Base type on the right side of the roadway. (F) Crack and Seat. (H) Rubblize and Roll. (I) Aggregate Base 304 or Traffic Compacted. (K) Water Bound Macadam. (L) Bituminous Concrete Mix or Penetration Macadam. (N) Plain Concrete. (P) Reinforced Concrete. (R) Brick – Flexible. (T) Brick – Rigid. text(1) FUNCTIONAL_CLASS FUNCTIONAL_CLASS Definition of roadway classes for the FHWA approved Functional Class system. This is based upon assignment of roads into systems according to the character of service they provide in relation to the total road network. (01) Interstate. (02)Other Freeway and Expressway. (03) Principal Arterial. (04) Minor Arterial. (05) Major Collector. (06) Minor Collector. (7) Local. text(5) HPMS_SAMPLE_ID HPMS_SAMPLE_ID Identifier associated with the Highway Performance Management System (HPMS) sample sections. HPMS is a system used by FHWA to collect roadway data from each state to facilitate consistent reporting on the condition and performance of the nation's highways. text(12) LANES LANES Number of lanes in both directions carrying through traffic long integer MAINTENANCE_AUTHORITY MAINTENANCE_AUTHORITY Entity who maintains roadway section. (1) State Highway Agency. (2) County Highway Agency. (3) Town or Township Highway Agency. (4) City or Municipal Highway Agency. (11) State Park, Forest, or Reservation Agency. (12) Local Park, Forest, or Reservation Agency. (21) Other State Agency. (25) Other Local Agency. (26) Private (other than Railroad). (27) Railroad. (31) State Toll Authority. (32) Local Toll Authority. (40) Other Public Instrumentality (e.g., Airport, School, University). (50) Indian Tribe Nation. (60) Other Federal Agency. (62) Bureau of Indian Affairs. (63) Bureau of Fish and Wildlife. (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. (72) Air Force. (73) Navy/Marines. (74) Army. (80) Other. text(5) NHS NHS Code indicating the type of NHS Route. (N) National Highway System (regular). (H) Congressional Corridor. (S) Strahnet. (C) Strahnet Connector. (2) Major Airport. (3) Major Port Facility. (4) Major Amtrak Facility. (5) Major Rail/Truck Terminal. (6) Major intercity Bus Terminal. (7) Major Public Transit Terminal. (8) Major Pipeline Terminal. (9) Major Ferry Terminal. text(1) PRIORITY_SYSTEM PRIORITY_SYSTEM Priority System code associated with the section of the roadway. (G) General. (P) Priority System. (U) Urban. text(1) SURFACE_TYPE SURFACE_TYPE Surface type on the right side of the roadway. (B) Brick. (D) Reinforced Concrete. (E) Plain Concrete. (G) Dense Graded Asphaltic Concrete. (I) Seal Coat on Penetration Macadam or Water bound Macadam. (K) Open Graded Bituminous. (L) Surface Seal with cover. (S) Wood. (T) Steel Plate. (Z) Right of Way Only. text(5) SURFACE_WIDTH SURFACE_WIDTH Surface width on the right side of the roadway long integer ESAL_TOTAL ESAL_TOTAL Measure of total damage to road in speed zone. ESAL stands for Equivalent Single Axel Load which is a concept developed from data collected at the American Association of State Highway Officials (AASHO) Road Test to establish a damage relationship for com long integer AADT_PASSENGER AADT_PASSENGER Annual Average Daily Traffic for passenger type vehicles long integer AADT_TOTAL AADT_TOTAL Total Annual Average Daily Traffic long integer AADT_BC_TRUCK AADT_BC_TRUCK Annual Average Daily Traffic for type BC trucks. (B=Buses C= Commercial Trucks) long integer PAVE_TYPE PAVE_TYPE Type of Pavement text(10) PCR_YEAR PCR_YEAR Year in which conditions of pavements on road were last collected and processed by the pavement engineering group long integer ROADWAY_WIDTH_NBR ROADWAY_WIDTH_NBR The entire width of the roadway, including all driving lanes and shoulders. This number could include some gravel shoulders. Does not include medians long integer