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Good condition
Meets minimum tolerable limits
Needs repair or corrective action
Closed
Report not available
Basic Information
County, State: | Montgomery County, Pennsylvania | Structure Number: | 000000000055816 |
Maintenance Responsibility: | State Highway Agency | Ownership: | State Highway Agency |
Facility Carried By Structure: | COUNTY LINE EXPWAY | Features Intersected (Location): | SCHUYLKILL RIVER & NSRC (BETZWOOD BRIDGE 3366C03) |
Year Built: | 2018 | Year Reconstructed: | None |
Average Daily Traffic (Year): | 127,800 (2023) with 5% truck traffic | Future Average Daily Traffic (Year): | 104,348 (2032) |
NBI Report
NBI Bridge Condition | Good |
Inspection Date (Inspection Frequency): | Oct. 2020 (Every 24 Months) |
Structural Evaluation: | 8: Equal to present desirable criteria |
Deck Geometry | 7: Better than present minimum criteria |
Underclear/Vertical and Horizontal: | 3: Basically intolerable requiring high priority of corrective action |
Deck | 8: VERY GOOD CONDITION - no problems noted. |
Superstructure | 8: VERY GOOD CONDITION - no problems noted. |
Substructure | 8: VERY GOOD CONDITION - no problems noted. |
Channel/Channel Protection | 8: Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. |
Culverts | N: Not applicable. Use if structure is not a culvert. |
Waterway Adequacy: | 9: Bridge deck and roadway approaches above flood water elevations (high water). Chance of overtopping is remote. |
Approach Roadway Alignment: | 8: Equal to present desirable criteria |
Bridge Posting | No posting required: Equal to or above legal loads |
Scour Critical Bridges: | 8: Bridge foundations determined to be stable for assessed or calculated scour conditions; calculated scour is above top of footing. |
Bridge Railings: | 1: Inspected feature meets currently acceptable standards. |
Transitions: | 1: Inspected feature meets currently acceptable standards. |
Approach Guardrail: | 1: Inspected feature meets currently acceptable standards. |
Approach Guardrail Ends: | 1: Inspected feature meets currently acceptable standards. |
Historical significance: | 5: Bridge is not eligible for the National Register of Historic Places. |
Type of Work Proposed: | Other structural work, including hydraulic replacements. |
Work Done By: | Work to be done by contract |
Length of Structure Improvement: | None meters |
Bridge Improvement Cost | $None,000 |
Roadway Improvement Cost | $None,000 |
Total Project Cost | $None,000 |
Underwater Inspection: | Every 60 Months |
More Information
Designated Level of Service | Mainline |
Route Number: | 00422 |
Kilometerpoint: | 29.234 |
LRS Inventory Route: | 0000460422 |
Subroute Number: | 0 |
Bypass/Detour Length: | 18.00 kilometers |
Toll: | On free road. The structure is toll-free and carries a toll-free highway. |
Functional Class Of Inventory Route: | Urban: Principal Arterial - Other Freeways or Expressways |
Lanes On Structure: | 4 |
Lanes Under Structure: | 0 |
Design Load: | A |
Approach Roadway Width: | 21.30 meters |
Bridge Median: | Closed median with non-mountable barriers |
Skew: | 0 |
Structure Flared: | No flare |
Navigation Control: | No navigation control on waterway (bridge permit not required). |
Navigation Vertical Clearance: | 0.00 meters |
Navigation Horizontal Clearance: | 0.00 meters |
Structure Open/Posted/Closed: | Open, no restriction |
Type of Service On Bridge: | Highway |
Type of Service Under Bridge: | Railroad-waterway |
Kind of Material/Design: | Prestressed concrete continuous * |
Type of Design/Construction: | Stringer/Multi-beam or Girder |
Kind of Material/Design: | Other |
Type of Design/Construction: | Other |
Number Of Spans In Main Unit: | 5 |
Number Of Approach Spans: | 0 |
Inventory Route Total Horizontal Clearance: | 21.30 meters |
Length Of Maximum Span: | 47.90 meters |
Structure Length: | 239.60 meters |
Left Curb/Sidewalk Width: | 0.00 meters |
Right Curb/Sidewalk Width: | 0.00 meters |
Bridge Roadway Width Curb-To-Curb: | 21.30 meters |
Deck Width/Out-To-Out: | 44.50 meters |
Reference Feature: | Railroad beneath structure |
Minimum Vertical Under Clearance: | 6.99 meters |
Reference Feature: | Railroad beneath structure |
Minimum Lateral Under Clearance: | 0.00 meters |
Minimum Lateral Under Clearance On Left: | 0.00 meters |
Operating Rating (Method): | 48.00 metric tons(F) |
Inventory Rating (Methon): | 37.30 metric tons (F) |
STRAHNET Highway Designation: | The inventory route is not a STRAHNET route. |
Parallel Structure Designation: | No parallel structure exists. |
Direction Of Traffic: | 2-way traffic |
Highway System Of Inventory Route: | Inventory Route is on the NHS |
Federal Lands Highways: | Not applicable |
Deck Structure Type: | Concrete Cast-in-Place |
Type of Wearing Surface: | Monolithic Concrete (concurrently placed with structural deck) |
Type of Membrane: | Other |
Deck Protection: | Epoxy Coated Reinforcing |
Designated National Network: | The inventory route is not part of the national network for trucks. |
NBIS Bridge Length: | Yes |
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'+feature.properties.pctnfc+'% | of bridges need repair or closed |
'; popupContent += '
Total # of Bridges | '+feature.properties.total+' | |
Bridges need repair or corrective action | '+feature.properties.nf+' | |
Closed | '+feature.properties.cl+' | |
Number | Percent | |
Rated Poor by USDOT | '+feature.properties.poor+' | '+feature.properties.pctpoor+' |
Structurally Deficient | '+feature.properties.sd+' | '+feature.properties.pctsd+' |
'; popupContent += '
More
'; return popupContent; }//{"type": "Feature","properties":{"gid":"01001", "name":"Autauga County, AL", "slug":"autauga", "stslug":"alabama", "year":"2018", "total":"117", "nf":"14", "nfc":"14", "cl":"0", "pctnfc":"11.97","poor":"4","pctpoor":"3.42","sd":"4","pctsd":"3.42","fo":"16","pctfo":"13.68","fc":"#e6b414","pc":"#00f014"},"geometry": {"type": "MultiPolygon","coordinates":US01001}} function onBridgeFeature(feature) { if(feature.properties.ost == 'good'){var ost = 'Good/Fair';} else if(feature.properties.ost == 'poor'){var ost = 'Meets minimum tolerable limits';} else if(feature.properties.ost == 'repair'){var ost = 'Needs repair or corrective action';} else if(feature.properties.ost == 'closed'){var ost = 'Closed';} else if(feature.properties.ost == 'N/A'){var ost = 'Report Not Available';}; if(feature.properties.bc == 'F'){var bc = 'Fair';} else if(feature.properties.bc == 'G'){var bc = 'Good';} else if(feature.properties.bc == 'P'){var bc = 'Poor';}; if(feature.properties.sd == 'y'){var sd = '
Structurally Deficient';} else { var sd = '';} if(feature.properties.fo == 'y'){var fo = '
Functionally Obsolete';} else { var fo = '';} var popupContent = "";// var popupContent = "
I started out as a GeoJSON " + feature.geometry.type + ", but now I'm a Leaflet vector!
"; popupContent += '
'+feature.properties.name+'
'; popupContent += '
NBI Inspection Date | '+feature.properties.idte+' |
Overall Status | '+ost+' |
NBI Bridge Condition | '+bc+sd+fo+' |
Sufficiency Rating | '+feature.properties.sr+' |
Structural Evaluation | '+feature.properties.item67+': '+feature.properties.stru+' |
Deck Geometry | '+feature.properties.item68+': '+feature.properties.deck+' |
'; popupContent += '
More
'; return popupContent; } var CntyBridgesJSON = { "type": "FeatureCollection", "features":BridgeJSONData };// var CntyBridgesJSON = { "type": "FeatureCollection", "features":[] };mapboxgl.accessToken = 'pk.eyJ1IjoieXB5dW4iLCJhIjoiY2oxcW4ybWhxMDBkMjJxcGVhbDV5cnpzYyJ9.oFQSnOc57xCR7A51OR6-3w'; //ck0flqufl2k1x1cpmupm5sl2yvar map = new mapboxgl.Map({container: 'bridgeMap', style: 'mapbox://styles/ypyun/cj83a8ga5abkq2sqpivw3nrzg',center: [-75.42006944,40.10736944], zoom: 14, attributionControl: false, });map.addControl(new mapboxgl.AttributionControl({ compact: false, customAttribution:['Map Icons Collection'] })); var STLINE = {"type":"FeatureCollection", "features":[ {"type":"Feature","properties":{"GEO_ID":"42091","NAME":"State","VAL":0,"VALstr":"","VALper":"","FC":"#FFF",},"geometry":{"type":"MultiPolygon","coordinates":US42091 }}, ]}; // ptype detailmap.on('style.load', function() { var layers = map.getStyle().layers; var firstSymbolId; for (var i = 0; i < layers.length; i++) { if (layers[i].type === 'symbol') { firstSymbolId = layers[i].id; break; } } map.addSource('bridges', {type: 'geojson', data: CntyBridgesJSON }); map.loadImage('/static/markers/bridges/bridge_green.png', function(error, image) {if (error) throw error; map.addImage('green', image); }); map.loadImage('/static/markers/bridges/bridge_yellow.png', function(error, image) {if (error) throw error; map.addImage('yellow', image); }); map.loadImage('/static/markers/bridges/bridge_red.png', function(error, image) {if (error) throw error; map.addImage('red', image); }); map.loadImage('/static/markers/bridges/bridge_black.png', function(error, image) {if (error) throw error; map.addImage('black', image); }); map.loadImage('/static/markers/bridges/bridge_white.png', function(error, image) {if (error) throw error; map.addImage('white', image); }); map.addLayer({"id": "bridge_point", "type": "symbol", "source": "bridges", "filter":["all", ["==","m","y"]], "layout": {"visibility":"visible", "icon-image": '{grade}', 'icon-allow-overlap':true},}); map.on('click', "bridge_point", function (e) {new mapboxgl.Popup({ offset: 14 }).setLngLat(e.lngLat).setHTML(onBridgeFeature(e.features[0])).addTo(map);}); map.on('mouseenter', "bridge_point", function () {map.getCanvas().style.cursor = 'pointer'; }); map.on('mouseleave', "bridge_point", function () {map.getCanvas().style.cursor = '';}); map.addLayer({ "id": "stline", "type": "line", "source": { "type": "geojson", "data":STLINE }, "paint": {'line-color':"#333", 'line-opacity':0.9, 'line-width': 2.0 }},firstSymbolId);}); map.addControl(new mapboxgl.NavigationControl(), 'top-left');map.flyTo({ center: [-75.42006944,40.10736944], zoom: 14, speed: 3, curve: 1, easing: function (t) { return t; } });