Old Lake Wilson Rd over Davenport Creek Osceola County, Florida Bridge Inspection Report (2024)

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  • Old Lake Wilson Rd over Davenport Creek Osceola County, Florida Bridge Inspection Report (1)Good condition
  • Old Lake Wilson Rd over Davenport Creek Osceola County, Florida Bridge Inspection Report (2)Meets minimum tolerable limits
  • Old Lake Wilson Rd over Davenport Creek Osceola County, Florida Bridge Inspection Report (3)Needs repair or corrective action
  • Old Lake Wilson Rd over Davenport Creek Osceola County, Florida Bridge Inspection Report (4)Closed
  • Old Lake Wilson Rd over Davenport Creek Osceola County, Florida Bridge Inspection Report (5)Report not available

Basic Information

County, State: Osceola County, FloridaStructure Number: 924147
Maintenance Responsibility: County Highway AgencyOwnership: County Highway Agency
Facility Carried By Structure: Old Lake Wilson RdFeatures Intersected (Location): Davenport Creek (0.8 Mile North of CR-532)
Year Built: 1954Year Reconstructed: N/A
Average Daily Traffic (Year): 16,500 (2022) with 12% truck trafficFuture Average Daily Traffic (Year): 28,628 (2042)

NBI Report

NBI Bridge Condition Fair
Inspection Date (Inspection Frequency): July 2022 (Every 24 Months)
Structural Evaluation: 5: Somewhat better than minimum adequacy to tolerate being left in place as is
Deck GeometryN: Not applicable
Underclear/Vertical and Horizontal: N: Not applicable
DeckN: NOT APPLICABLE
SuperstructureN: NOT APPLICABLE
SubstructureN: NOT APPLICABLE
Channel/Channel Protection5: Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel.
Culverts5: 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.
Waterway Adequacy: 6: Bridge deck above roadway approaches. Occasional overtopping of roadway approaches with insignificant traffic delays.
Approach Roadway Alignment: 7: Better than present minimum criteria
Bridge PostingNo posting required: Equal to or above legal loads
Scour Critical Bridges: 5: Bridge foundations determined to be stable for calculated scour conditions; scour within limits of footing or piles.
Bridge Railings: N: Not applicable
Transitions: N: Not applicable
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.
Underwater Inspection: Every 24 Months

More Information

Designated Level of ServiceMainline
Route Number: 00545
Kilometerpoint: 1.297
LRS Inventory Route: 0092570000
Subroute Number: 0
Bypass/Detour Length: 8.00 kilometers
Toll: On free road. The structure is toll-free and carries a toll-free highway.
Functional Class Of Inventory Route: Urban: Minor Arterial
Lanes On Structure: 2
Lanes Under Structure: 0
Design Load: MS 18 or HS 20
Approach Roadway Width: 6.40 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: Steel
Type of Design/Construction: Culvert (includes frame culverts)
Kind of Material/Design: Other
Type of Design/Construction: Other
Number Of Spans In Main Unit: 4
Number Of Approach Spans: 0
Inventory Route Total Horizontal Clearance: 6.40 meters
Length Of Maximum Span: 3.50 meters
Structure Length: 17.50 meters
Left Curb/Sidewalk Width: 0.00 meters
Right Curb/Sidewalk Width: 0.00 meters
Bridge Roadway Width Curb-To-Curb: 0.00 meters
Deck Width/Out-To-Out: 0.00 meters
Operating Rating (Method): 99.90 metric tons(Load Factor (LF))
Inventory Rating (Methon): 99.90 metric tons (Load Factor (LF))
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: Not applicable
Type of Wearing Surface: Not Applicable
Type of Membrane: Not Applicable (applies only to structures with no deck)
Deck Protection: Not Applicable (applies only to structures with no deck)
Designated National Network: The inventory route is not part of the national network for trucks.
NBIS Bridge Length: Yes

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Deck Geometry'+feature.properties.item68+': '+feature.properties.deck+'

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Old Lake Wilson Rd over Davenport Creek Osceola County, Florida Bridge Inspection Report (2024)

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