STATE ROUTE 134 EB over FIGUEROA STREET Los Angeles County, California Bridge Inspection Report (2024)

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  • STATE ROUTE 134 EB over FIGUEROA STREET Los Angeles County, California Bridge Inspection Report (1)Good condition
  • STATE ROUTE 134 EB over FIGUEROA STREET Los Angeles County, California Bridge Inspection Report (2)Meets minimum tolerable limits
  • STATE ROUTE 134 EB over FIGUEROA STREET Los Angeles County, California Bridge Inspection Report (3)Needs repair or corrective action
  • STATE ROUTE 134 EB over FIGUEROA STREET Los Angeles County, California Bridge Inspection Report (4)Closed
  • STATE ROUTE 134 EB over FIGUEROA STREET Los Angeles County, California Bridge Inspection Report (5)Report not available

Basic Information

County, State: Los Angeles County, CaliforniaStructure Number: 53 2151R
Maintenance Responsibility: State Highway AgencyOwnership: State Highway Agency
Facility Carried By Structure: STATE ROUTE 134 EBFeatures Intersected (Location): FIGUEROA STREET (07-LA-134-R11.44-LA)
Year Built: 1971Year Reconstructed: N/A
Average Daily Traffic (Year): 7,651 (2020) with 3% truck trafficFuture Average Daily Traffic (Year): 9,000 (2040)

NBI Report

NBI Bridge Condition Fair
Inspection Date (Inspection Frequency): Feb. 2022 (Every 24 Months)
Structural Evaluation: 5: Somewhat better than minimum adequacy to tolerate being left in place as is
Deck Geometry4: Meets minimum tolerable limits to be left in place as is
Underclear/Vertical and Horizontal: 3: Basically intolerable requiring high priority of corrective action
Deck7: GOOD CONDITION - some minor problems.
Superstructure7: GOOD CONDITION - some minor problems.
Substructure5: FAIR CONDITION - all primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Channel/Channel ProtectionN: Not applicable. Use when bridge is not over a waterway (channel).
CulvertsN: Not applicable. Use if structure is not a culvert.
Waterway Adequacy: N: Bridge not over a waterway.
Approach Roadway Alignment: 8: Equal to present desirable criteria
Bridge PostingNo posting required: Equal to or above legal loads
Scour Critical Bridges: N: Bridge not over waterway.
Bridge Railings: 0: Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided.
Transitions: 0: Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided.
Approach Guardrail: 0: Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided.
Approach Guardrail Ends: 0: Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided.
Historical significance: 5: Bridge is not eligible for the National Register of Historic Places.

More Information

Designated Level of ServiceMainline
Route Number: 00134
Inventory Route/Min Vert Clearance: 7.62 meters
LRS Inventory Route: 0000000134
Subroute Number: 1
Bypass/Detour Length: 2.00 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: 5
Lanes Under Structure: 5
Design Load: MS 18 or HS 20
Approach Roadway Width: None meters
Bridge Median: No median
Skew: 99
Structure Flared: No flare
Navigation Control: Not applicable, no waterway.
Structure Open/Posted/Closed: Open, no restriction
Type of Service On Bridge: Highway
Type of Service Under Bridge: Highway, with or without pedestrian
Kind of Material/Design: Concrete continuous
Type of Design/Construction: Box Beam or Girders - Multiple
Kind of Material/Design: Other
Type of Design/Construction: Other
Number Of Spans In Main Unit: 3
Number Of Approach Spans: 0
Inventory Route Total Horizontal Clearance: 20.10 meters
Length Of Maximum Span: 30.00 meters
Structure Length: None meters
Left Curb/Sidewalk Width: None meters
Right Curb/Sidewalk Width: None meters
Bridge Roadway Width Curb-To-Curb: None meters
Deck Width/Out-To-Out: None meters
Minimum Vertical Clearance Over Bridge Roadway: None meters
Reference Feature: Highway beneath structure
Minimum Vertical Under Clearance: None meters
Reference Feature: Highway beneath structure
Minimum Lateral Under Clearance: None meters
Minimum Lateral Under Clearance On Left: None meters
Operating Rating (Method): None metric tons(8)
Inventory Rating (Methon): None metric tons (8)
STRAHNET Highway Designation: The inventory route is not a STRAHNET route.
Parallel Structure Designation: 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.)
Direction Of Traffic: 1-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: None (no additional concrete thickness or wearing surface is included in the bridge deck)
Type of Membrane: None
Deck Protection: None
Designated National Network: The inventory route is part
NBIS Bridge Length: Yes
Minimum Navigation Vertical: None meters

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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 = "

I started out as a GeoJSON " + feature.geometry.type + ", but now I'm a Leaflet vector!

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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: [-118.18601667,34.142825], 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":"06037","NAME":"State","VAL":0,"VALstr":"","VALper":"","FC":"#FFF",},"geometry":{"type":"MultiPolygon","coordinates":US06037 }}, ]}; // 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: [-118.18601667,34.142825], zoom: 14, speed: 3, curve: 1, easing: function (t) { return t; } });

STATE ROUTE 134 EB over FIGUEROA STREET Los Angeles County, California Bridge Inspection Report (2024)

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