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 - historical statistics
- 11900-1909
- 31960-1969
- 21970-1979
- 41990-1999
- 22000-2009
- 32010-2018
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- Bridge Condition - Deck
- 18.2%Very good
- 72.7%Good
- 9.1%Fair
- Bridge Condition - Superstructure
- 27.3%Very good
- 63.6%Good
- 9.1%Satisfactory
- Bridge Condition - Substructure
- 36.4%Very good
- 27.3%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 6.7%Very good
- 40.0%Good
- 40.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
