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Bridge Statistics for Altamonte Springs, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Altamonte Springs, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 96 meters (315ft) Total costs: $270,000 Total average daily traffic: 875,520 Total average daily truck traffic: 60,857 National Bridge Inventory (NBI) Registered Bridges for Altamonte Springs
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 770006, Location: SR-436 over I-4 (Lat: 28.661667, Lng: -81.388889), Route carried "on" structure: State highway 436, Year Built: 1963, Year Reconstructed: 1985, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 54,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 93,690 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-4 Minimum Vertical Clearance: 6.28m (20.60ft), Kilometerpoint: 7.210, Lanes on structure: 9, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 39.2m (128.6ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 39.2m (128.6ft), Out-to-Out Width: 41.1m (134.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 770023, Location: Wymore Road over I-4 (Lat: 28.640000, Lng: -81.386667), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 10.53m (34.55ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 28,200 (year 2027), Design Load: HS 20, Features Intersected: I-4, Facility Carried by Structure: Wymore Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.121, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 77003, Location: SR-434 -Little Wekiva R. (Lat: 28.686667, Lng: -81.396667), Route carried "on" structure: State highway 434, Year Built: 1977, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 46,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 79,810 (year 2028), Design Load: HS 20, Features Intersected: Little Wekiva River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.345, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 770031, Location: .57 Mi E of SR-436 (Lat: 28.668333, Lng: -81.418333), Route carried "on" structure: State highway 434, Year Built: 1977, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 32,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 55,520 (year 2028), Design Load: HS 20, Features Intersected: Outfall Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.953, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 91.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $47,000, Total Project Cost: $135,000 Find on map >>
Structure Number: 770034, Location: SR-434 WB - Lil Wekiva R (Lat: 28.651667, Lng: -81.415000), Route carried "on" structure: State highway 434, Year Built: 1987, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 23,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 39,905 (year 2028), Design Load: HS 20, Features Intersected: Little Wekiva River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.445, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 770035, Location: SR-434 EB - Lil Wekiva R (Lat: 28.652778, Lng: -81.416944), Route carried "on" structure: State highway 434, Year Built: 1987, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 23,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 39,905 (year 2028), Design Load: HS 20, Features Intersected: Little Wekiva River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.445, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 770038, Location: Central Pkwy over I-4 (Lat: 28.670833, Lng: -81.387500), Route carried "on" structure: Alternate County highway , Year Built: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 14,700 (year 2028), Design Load: HS 20, Features Intersected: I-4, Facility Carried by Structure: Central Parkway Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 28.5m (93.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 770075, Location: SR-414-Little Wekiva Riv. (Lat: 28.640278, Lng: -81.424722), Route carried "on" structure: State highway 414, Year Built: 2000, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 41,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 71,135 (year 2028), Design Load: HS 20, Features Intersected: Little Wekiva River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.841, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 36.8m (120.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 770083, Location: SR-414 over SR-434 (Lat: 28.640556, Lng: -81.415556), Route carried "on" structure: State highway 414, Year Built: 2000, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 41,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 71,135 (year 2028), Design Load: HS 20, Features Intersected: SR-434 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.733, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.1m (95.5ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 74.6m (244.8ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 35.9m (117.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 95.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 77092, Location: SR-436 over Little Wekiva (Lat: 28.663333, Lng: -81.408333), Route carried "on" structure: State highway 436, Year Built: 1974, Year Reconstructed: 2002, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 54,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 93,690 (year 2028), Design Load: HS 20+Mod, Features Intersected: Little Wekiva River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.123, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 91.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $59,000, Total Project Cost: $135,000 Find on map >>
Structure Number: 774004, Location: 0.2 mi N of Trailwood Dr (Lat: 28.654278, Lng: -81.410694), Route carried "on" structure: County highway , Year Built: 1971, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,517 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 7,007 (year 2024), Design Load: HS 20, Features Intersected: Little Wekiva River, Facility Carried by Structure: Northwestern Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 774014, Location: 0.2 mile South of SR-436 (Lat: 28.658333, Lng: -81.407056), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,517 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 7,007 (year 2024), Design Load: HS 20, Features Intersected: Little Wekiva River, Facility Carried by Structure: Weathersfield Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 774016, Location: 0.3mi E of Mrkhm Woods Rd (Lat: 28.702333, Lng: -81.392611), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 9.15m (30.02ft), Average Daily Traffic: 2,231 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 2,833 (year 2024), Design Load: HS 20, Features Intersected: Little Wekiva River, Facility Carried by Structure: Springs Landing Bl Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 774035, Location: 0.6 mile S. of SR-434 (Lat: 28.678333, Lng: -81.402222), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 6,549 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 8,317 (year 2024), Design Load: HS 20, Features Intersected: Little Wekiva River, Facility Carried by Structure: Montgomery Road SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 774041, Location: 0.1 mile West of SR-436 (Lat: 28.661556, Lng: -81.410806), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 10,157 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 12,899 (year 2024), Design Load: HS 20, Features Intersected: Little Wekiva River, Facility Carried by Structure: Orange Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 64.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 774042, Location: 0.6 miles S. of SR-434 (Lat: 28.678333, Lng: -81.402306), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 6,549 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 8,317 (year 2024), Design Load: HS 20, Features Intersected: Little Wekiva River, Facility Carried by Structure: Montgomery Road NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 770006, Location: SR-436 over I-4 (Lat: 28.661667, Lng: -81.388889), Route carried "under" structure: Interstate 400, Year Built: 1963, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 163,500 (year 2006), Truck Traffic: 8%, Features Intersected: I-4, Facility Carried by Structure: SR-436 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 2.385, Lanes on structure: 9, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 770023, Location: Wymore Road over I-4 (Lat: 28.640000, Lng: -81.386667), Route carried "under" structure: Interstate 400, Year Built: 1963, Structure Length: 10.53m (34.55ft), Average Daily Traffic: 163,500 (year 2006), Truck Traffic: 8%, Features Intersected: I-4, Facility Carried by Structure: Wymore Road Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.063, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 770038, Location: Central Pkwy over I-4 (Lat: 28.670833, Lng: -81.387500), Route carried "under" structure: Interstate 400, Year Built: 1991, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 138,000 (year 2006), Truck Traffic: 11%, Features Intersected: I-4, Facility Carried by Structure: Central Parkway Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 3.581, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 770083, Location: SR-414 over SR-434 (Lat: 28.640556, Lng: -81.415556), Route carried "under" structure: State highway 434, Year Built: 2000, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 38,000 (year 2006), Truck Traffic: 3%, Features Intersected: SR-434, Facility Carried by Structure: SR-414 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.043, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 74.6m (244.8ft) Discuss this city on our hugely popular Florida forum Back to: Altamonte Springs, FL, Florida, All US cities.
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