ILL 40 over CAMP RUN Peoria County, Illinois Bridge Inspection Report (2024)

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Bridge Inspections

Basic Information

County, State: Peoria County, IllinoisStructure Number: 062006200000000
Maintenance Responsibility: State Highway AgencyOwnership: State Highway Agency
Facility Carried By Structure: ILL 40Features Intersected (Location): CAMP RUN (1.5 M S CAMP GROVE)
Year Built: 2002Year Reconstructed: None
Average Daily Traffic (Year): 1,850 (2021) with 16% truck trafficFuture Average Daily Traffic (Year): 1,869 (2046)

NBI Report

NBI Bridge Condition Fair
Inspection Date (Inspection Frequency): May 2019 (Every 48 Months)
Structural Evaluation: 8: Equal to present desirable criteria
Deck Geometry5: Somewhat better than minimum adequacy to tolerate being left in place as is
Underclear/Vertical and Horizontal: N: Not applicable
Deck6: SATISFACTORY CONDITION - structural elements show some minor deterioration.
Superstructure8: VERY GOOD CONDITION - no problems noted.
Substructure8: VERY GOOD CONDITION - no problems noted.
Channel/Channel Protection6: Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly.
CulvertsN: 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 PostingNo 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.

More Information

Designated Level of ServiceMainline
Route Number: 00017
Kilometerpoint: 134.698
LRS Inventory Route: 0000S01700
Subroute Number: 0
Bypass/Detour Length: 21.00 kilometers
Toll: On free road. The structure is toll-free and carries a toll-free highway.
Functional Class Of Inventory Route: Rural: Minor Arterial
Lanes On Structure: 2
Lanes Under Structure: 0
Design Load: MS 18 or HS 20
Approach Roadway Width: 9.80 meters
Bridge Median: No median
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: Waterway
Kind of Material/Design: Prestressed concrete *
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: 1
Number Of Approach Spans: 0
Inventory Route Total Horizontal Clearance: 10.10 meters
Length Of Maximum Span: 13.70 meters
Structure Length: 14.50 meters
Left Curb/Sidewalk Width: 0.00 meters
Right Curb/Sidewalk Width: 0.00 meters
Bridge Roadway Width Curb-To-Curb: 9.80 meters
Deck Width/Out-To-Out: 10.70 meters
Operating Rating (Method): 61.60 metric tons(6)
Inventory Rating (Methon): 38.20 metric tons (6)
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 not on the NHS
Federal Lands Highways: Not applicable
Deck Structure Type: Concrete Cast-in-Place
Type of Wearing Surface: None (no additional concrete thickness or wearing surface is included in the bridge deck)
Type of Membrane: None
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

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Total # of Bridges'+feature.properties.total+'
Bridges need repair or corrective action'+feature.properties.nf+'
Closed'+feature.properties.cl+'
NumberPercent
Rated Poor by USDOT'+feature.properties.poor+''+feature.properties.pctpoor+'
Structurally Deficient'+feature.properties.sd+''+feature.properties.pctsd+'

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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 = "

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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+'

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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: [-89.63030556,41.05454167], 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":"17143","NAME":"State","VAL":0,"VALstr":"","VALper":"","FC":"#FFF",},"geometry":{"type":"MultiPolygon","coordinates":US17143 }}, ]}; // 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: [-89.63030556,41.05454167], zoom: 14, speed: 3, curve: 1, easing: function (t) { return t; } });

ILL 40 over CAMP RUN Peoria County, Illinois Bridge Inspection Report (2024)

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