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


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 63m207ftTotal length
  • $2,775,000Total costs
  • 121,510Total average daily traffic
  • 6,565Total average daily truck traffic
  • 170,255Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Panama City
  • No street view available for this location

New bridges - Historical Statistics

  • 11940-1949
  • 31950-1959
  • 31960-1969
  • 11970-1979
  • 31980-1989
  • 21990-1999
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 460003,  Location: 0.8MI N of County Road 2 (Lat: 30.175653,  Lng: -85.707458),  Route carried "on" structure: City street 30A,  Year Built: 1956,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,500 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,650 (year 2034),  Features Intersected: Huntington Bayou,  Facility Carried by Structure: 15TH Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.659,  Lanes on structure: 2,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Underwater Inspection Date: June 14,  Other Special Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 460013,  Location: T3S R14W SEC24 (Lat: 30.207356,  Lng: -85.691331),  Route carried "on" structure: County highway 385,  Year Built: 1966,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,600 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,960 (year 2034),  Design Load: HS 20,  Features Intersected: Robinson Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.527,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46002,  Location: T3S R14W SEC12 (Lat: 30.233247,  Lng: -85.598586),  Route carried "on" structure: County highway 390,  Year Built: 1955,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 7,500 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,250 (year 2034),  Design Load: HS 20,  Features Intersected: Mill Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Underwater Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 460053,  Location: T4S R14W SEC8 (Lat: 30.151389,  Lng: -85.659944),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Posted for load,  Structure Length: 10.22m (33.53ft),  Average Daily Traffic: 5,400 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,940 (year 2034),  Design Load: H 15,  Features Intersected: Massalina Bayou,  Facility Carried by Structure: Beach Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.041,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 12.3m (40.4ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Critical Feature Inspection Date: July 14,  Underwater Inspection Date: July 14,  Other Special Inspection Date: July 14,  Deck Structure Type: Open Grating
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Structure Number: 460073,  Location: 0.5 Mi. East of SR77 (Lat: 30.156675,  Lng: -85.643797),  Route carried "on" structure: US 98,  Year Built: 1981,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 19,200 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,312 (year 2035),  Design Load: HS 20,  Features Intersected: Watson Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.851,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Underwater Inspection Date: May 13,  Bridge Improvement Cost: $115,000,  Total Project Cost: $115,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 460075,  Location: 1.0 mi. East of US98 SR30 (Lat: 30.189969,  Lng: -85.716531),  Route carried "on" structure: State highway 368,  Year Built: 1989,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 25,500 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,243 (year 2035),  Design Load: HS 20,  Features Intersected: Posten Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.349,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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: November 14,  Underwater Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46012,  Location: 1.1mi West of SR77 (Lat: 30.159775,  Lng: -85.669989),  Route carried "on" structure: US 98B,  Year Built: 2004,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 12,800 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,208 (year 2035),  Design Load: H 20,  Features Intersected: Johnson Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.281,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: March 14,  Underwater Inspection Date: March 14
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Structure Number: 464084,  Location: 0.11 Mile N of 19th St (Lat: 30.184019,  Lng: -85.662608),  Route carried "on" structure: City street 2341,  Year Built: 1996,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 12,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,200 (year 2034),  Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: October 14
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Structure Number: 464092,  Location: 0.7 Mile West of SR 77 (Lat: 30.204211,  Lng: -85.661000),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 15,000 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,500 (year 2034),  Design Load: HS 20,  Features Intersected: Unnamed Branch,  Facility Carried by Structure: W Baldwin Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.215,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: December 14
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Structure Number: 464106,  Location: T3S R14W SEC30 (Lat: 30.194139,  Lng: -85.675333),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 5,500 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,050 (year 2033),  Features Intersected: Unnamed Branch,  Facility Carried by Structure: Stanford Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.380,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 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,  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: September 13,  Underwater Inspection Date: September 13
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Structure Number: 464201,  Location: T4S R14W SEC15 (Lat: 30.141222,  Lng: -85.625186),  Route carried "on" structure: County highway 389,  Year Built: 1966,  Status: Posted for load,  Structure Length: 4.12m (13.52ft),  Average Daily Traffic: 2,100 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,310 (year 2034),  Features Intersected: Watson Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.039,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.07m (16.63ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Underwater Inspection Date: April 14,  Other Special Inspection Date: April 14,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $2,660,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 465001,  Location: T4S R14W SEC9 (Lat: 30.155183,  Lng: -85.656475),  Route carried "on" structure: City street ,  Year Built: 1945,  Status: Open,  Structure Length: 15.12m (49.61ft),  Average Daily Traffic: 3,900 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,290 (year 2034),  Design Load: H 20,  Features Intersected: Massalina Bayou,  Facility Carried by Structure: 4TH Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.618,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Underwater Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46514,  Location: T3S R14W SEC29 (Lat: 30.193056,  Lng: -85.674722),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 110 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 120 (year 2033),  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Charco Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Inspection Date: September 13
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Structure Number: 466099,  Location: T3S R14W SEC32 (Lat: 30.182333,  Lng: -85.660583),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 7,400 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,222 (year 2033),  Features Intersected: Drainage Ditch,  Facility Carried by Structure: 19th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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,  Inspection Date: March 13
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