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Bridge Statistics for Allentown, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 177ft / 54mTotal length
  • 17,736Total average daily traffic
  • 3,732Total average daily truck traffic
  • 28,727Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Allentown
  • No street view available for this location

New bridges in Allentown, FL - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 31960-1969
  • 21970-1979
  • 41990-1999
  • 22000-2009
  • 32010-2018
Reconstructed bridges in Allentown, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 01970-1979
  • 21980-1989
Average Bridge Daily Traffic in Allentown, FL
Average Bridge Truck Traffic in Allentown, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 18.2%Very good
  • 72.7%Good
  • 9.1%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 27.3%Very good
  • 63.6%Good
  • 9.1%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 36.4%Very good
  • 27.3%Good
  • 27.3%Satisfactory
  • 9.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 6.7%Very good
  • 40.0%Good
  • 40.0%Satisfactory
  • 6.7%Fair
  • 6.7%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 25.0%Good
  • 50.0%Satisfactory
  • 25.0%Fair
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Structure Number: 160158,  Location: 0.4MI N OF US-98 (Lat: 28.268644,  Lng: -82.055508),  Route carried "on" structure: State highway 471,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 2,900 (year 2017),  Truck Traffic: 46%,  Average Future Daily Traffic: 5,032 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OVERSTREET PIT CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.684,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 99.0m (324.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 65.9 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017
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Structure Number: 160159,  Location: 1.5MI N OF US-98 (Lat: 28.283617,  Lng: -82.055503),  Route carried "on" structure: State highway 471,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,900 (year 2017),  Truck Traffic: 46%,  Average Future Daily Traffic: 5,032 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COLT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.023,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 99.0m (324.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 68.1 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017
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Structure Number: 16016,  Location: 6.2 MI EAST OF SR-37 (Lat: 27.746906,  Lng: -81.900667),  Route carried "on" structure: County highway 630,  Year Built: 1960,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 3,914 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,791 (year 2035),  Features Intersected: MARIA'S CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.357,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 84.0m (275.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Underwater Inspection Date: August 2017,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 580021,  Location: 1.3 MI W of SR 87 (Lat: 30.834883,  Lng: -87.071103),  Route carried "on" structure: County highway 178,  Year Built: 1971,  Status: Open,  Structure Length: 16.14m (52.95ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2034),  Design Load: HS 20,  Features Intersected: Coldwater Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.342,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 74.0m (242.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 13.5m (44.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Underwater Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580067,  Location: 2.22 MI W of SR 87 (Lat: 30.835089,  Lng: -87.086097),  Route carried "on" structure: County highway 178,  Year Built: 1901,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2035),  Design Load: HS 20,  Features Intersected: Mare Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.987,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 74.0m (242.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 57.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2016,  Underwater Inspection Date: March 2017,  Other Special Inspection Date: March 2017
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Structure Number: 580086,  Location: 8.0mi South of SR4 (Lat: 30.789456,  Lng: -87.041450),  Route carried "on" structure: State highway 87,  Year Built: 1978,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 2,400 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,164 (year 2038),  Design Load: HS 20,  Features Intersected: Coldwater Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.849,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Underwater Inspection Date: May 2017,  Deck Structure Type: Other
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Structure Number: 580105,  Location: 2.8mi. N of CR182 (Lat: 30.802208,  Lng: -87.042247),  Route carried "on" structure: State highway 87,  Year Built: 1994,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 2,400 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,164 (year 2038),  Design Load: HS 20,  Features Intersected: Manning Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.034,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Underwater Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58415,  Location: 0.1 MI WEST OF SR 87 (Lat: 30.793692,  Lng: -87.043422),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 39 (year 2014),  Average Future Daily Traffic: 43 (year 2034),  Features Intersected: Manning Creek,  Facility Carried by Structure: Manning Creek Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2016,  Underwater Inspection Date: August 2017,  Other Special Inspection Date: August 2017,  Deck Structure Type: Wood or Timber
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Structure Number: 584152,  Location: 0.5mi N of Hwy 178 (Lat: 30.842406,  Lng: -87.087308),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Posted for load,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 122 (year 2014),  Average Future Daily Traffic: 134 (year 2034),  Design Load: HL 93,  Features Intersected: W Fork Coldwater Creek,  Facility Carried by Structure: Walling Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.814,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.7m (15.4ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2016,  Underwater Inspection Date: September 2017,  Other Special Inspection Date: September 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 584156,  Location: 0.5 mi S of SR 178 (Lat: 30.828939,  Lng: -87.091319),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Posted for load,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 83 (year 2014),  Average Future Daily Traffic: 91 (year 2034),  Features Intersected: Mare Branch,  Facility Carried by Structure: Penton Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.323,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2016,  Other Special Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 584198,  Location: 1.0MI North of Hwy 89 (Lat: 30.817117,  Lng: -87.115964),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 95 (year 2014),  Average Future Daily Traffic: 105 (year 2034),  Design Load: HS 20,  Features Intersected: Mare Branch,  Facility Carried by Structure: Pineview Church Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.534,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Underwater Inspection Date: November 2016,  Deck Structure Type: Wood or Timber
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Structure Number: 584204,  Location: 1.6 MI W of SR 87 (Lat: 30.727383,  Lng: -87.067133),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 83 (year 2017),  Average Future Daily Traffic: 91 (year 2037),  Design Load: H 10,  Features Intersected: Clear Creek,  Facility Carried by Structure: Clear Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 584226,  Location: 1.5 Miles East of SR 87 (Lat: 30.791111,  Lng: -87.024056),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 600 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 660 (year 2034),  Design Load: HL 93,  Features Intersected: Big Coldwater Creek,  Facility Carried by Structure: Springhill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.848,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Underwater Inspection Date: April 2016,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 584227,  Location: 3.7 Miles East of SR 87 (Lat: 30.776778,  Lng: -86.996556),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 600 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 660 (year 2034),  Design Load: HL 93,  Features Intersected: Bass Brinks Creek,  Facility Carried by Structure: Springhill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.404,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Underwater Inspection Date: April 2016,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 584228,  Location: 4.3 Miles East of CR 87 (Lat: 30.773000,  Lng: -86.988972),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 600 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 660 (year 2034),  Design Load: HL 93,  Features Intersected: Wolfe Creek,  Facility Carried by Structure: Springhill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.626,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Precast Panels
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