Bridge Statistics for Troy, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1219,  Location: 04.3 MI NE JEFFERSON (Lat: 32.433483,  Lng: -87.864819),  Route carried "on" structure: County highway 21,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 400 (year 1988),  Truck Traffic: 10%,  Average Future Daily Traffic: 470 (year 2042),  Features Intersected: DOUBLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.299,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 19.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $461,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1396,  Location: CITY OF TROY (Lat: 31.806667,  Lng: -85.966667),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 3,650 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,800 (year 2039),  Design Load: H 20,  Features Intersected: CSX * CONECUH VALLEY R/R,  Facility Carried by Structure: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.309,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,830,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $2,013,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1541,  Location: CITY OF TROY (Lat: 31.808333,  Lng: -85.966667),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 3,650 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,800 (year 2039),  Design Load: H 15,  Features Intersected: CONECUH VALLEY R.R.,  Facility Carried by Structure: MADISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.219,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,365,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $1,502,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1748,  Location: 0.4 MI. W. UNION HILL CH. (Lat: 31.838389,  Lng: -85.931667),  Route carried "on" structure: US 29,  Year Built: 1938,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 2,980 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,061 (year 2033),  Design Load: H 15,  Features Intersected: CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.720,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 6,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.69m (38.35ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: October 2021,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $2,164,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $2,380,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2186,  Location: SEC 19,T9N,R21E (Lat: 31.737683,  Lng: -85.982864),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 75 (year 2001),  Average Future Daily Traffic: 100 (year 2034),  Design Load: H 10,  Features Intersected: BIG CREEK,  Facility Carried by Structure: COUNTY ROAD 2228
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $402,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $442,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 2978,  Location: 0.3 MI SO TENN ST LINE (Lat: 34.989414,  Lng: -86.393822),  Route carried "on" structure: County highway 305,  Year Built: 1946,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,900 (year 2035),  Design Load: H 15,  Features Intersected: JENNY RIVER,  Facility Carried by Structure: WINCHESTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $248,000 ( Estimate for 2022)

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Structure Number: 3612,  Location: SEC 26,T11N,R20E (Lat: 31.894553,  Lng: -86.027131),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 50 (year 2001),  Average Future Daily Traffic: 100 (year 2035),  Features Intersected: BEEMAN CREEK,  Facility Carried by Structure: COUNTY ROAD 1124
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 15.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  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: > 39.9% below),  Length Of Structure Improvement: 2.11m (6.92ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $254,000 ( Estimate for 2019),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 3993,  Location: City of Troy (Lat: 31.805000,  Lng: -85.950000),  Route carried "on" structure: County highway ,  Year Built: 1951,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2039),  Design Load: H 10,  Features Intersected: PERSIMMON BRANCH,  Facility Carried by Structure: GEORGE WALLACE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $640,000 ( Estimate for 2022)

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Structure Number: 4638,  Location: SEC 26,T9N,R21E (Lat: 31.728678,  Lng: -85.925139),  Route carried "on" structure: County highway 59,  Year Built: 1953,  Status: Posted for load,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 180 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2034),  Design Load: H 10,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: COUNTY ROAD 3304
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 11.04m (36.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $1,742,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $1,916,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5135,  Location: SEC 4,T10N R21E (Lat: 31.880000,  Lng: -85.945000),  Route carried "on" structure: County highway 7,  Year Built: 1955,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 230 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 300 (year 2035),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.66m (5.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $307,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $338,000 ( Estimate for 2022)

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Structure Number: 5136,  Location: SEC 4,T10N,R21E (Lat: 31.868550,  Lng: -85.946542),  Route carried "on" structure: County highway 7,  Year Built: 1955,  Status: Posted for load,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 225 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 300 (year 2035),  Design Load: H 15,  Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,590,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $1,749,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5137,  Location: SEC 04,T10N,R21E (Lat: 31.866678,  Lng: -85.945764),  Route carried "on" structure: County highway 7,  Year Built: 1955,  Status: Posted for load,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 240 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2035),  Design Load: H 10,  Features Intersected: CONECUH RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.2 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: Equal to 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),  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $1,783,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $1,961,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5138,  Location: SEC 09,T10N,R21E (Lat: 31.853333,  Lng: -85.948333),  Route carried "on" structure: County highway 7,  Year Built: 1955,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 240 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2034),  Design Load: H 10,  Features Intersected: MORGANS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $290,000 ( Estimate for 2022)

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Structure Number: 553,  Location: SEC 35,T10N,R21E (Lat: 31.798333,  Lng: -85.911667),  Route carried "on" structure: County highway 26,  Year Built: 1956,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 275 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 300 (year 2034),  Design Load: H 10,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: COUNTY ROAD 5513
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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 minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $445,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $490,000 ( Estimate for 2022)

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Structure Number: 5719,  Location: 1.8 MI S INT US84 * RT 04 (Lat: 31.754258,  Lng: -88.421639),  Route carried "on" structure: County highway 4,  Year Built: 1937,  Year Reconstructed: 1957,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 200 (year 1996),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2036),  Features Intersected: TURKEY CREEK WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 16.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $274,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5897,  Location: SEC 13,T10N,R20E (Lat: 31.846667,  Lng: -86.001667),  Route carried "on" structure: County highway 36,  Year Built: 1957,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 175 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2035),  Design Load: H 10,  Features Intersected: TRIB TO CONECUH RIVER,  Facility Carried by Structure: COUNTY ROAD 1148
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $318,000 ( Estimate for 2022)

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Structure Number: 6312,  Location: SEC 3,T10N,R20E (Lat: 31.868608,  Lng: -86.041167),  Route carried "on" structure: County highway 52,  Year Built: 1958,  Status: Posted for load,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 250 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2035),  Design Load: H 10,  Features Intersected: BEEMAN CREEK,  Facility Carried by Structure: COUNTY ROAD 1128
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 19.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  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: > 39.9% below),  Length Of Structure Improvement: 8.37m (27.46ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $1,493,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $1,642,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6533,  Location: SEC 23,T10N,R20E (Lat: 31.831089,  Lng: -86.028381),  Route carried "on" structure: County highway 1,  Year Built: 1959,  Status: Posted for load,  Structure Length: 17.62m (57.81ft),  Average Daily Traffic: 350 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 350 (year 2035),  Design Load: H 10,  Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 16,  Number Of Approach Spans: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 18.32m (60.10ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $3,140,000,  Roadway Improvement Cost: $314,000,  Total Project Cost: $3,454,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6601,  Location: SEC 20,T10N,R20E (Lat: 31.826667,  Lng: -86.068333),  Route carried "on" structure: County highway 25,  Year Built: 1959,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 275 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 300 (year 2034),  Design Load: H 10,  Features Intersected: JORDAN CREEK,  Facility Carried by Structure: COUNTY ROAD 1165
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $354,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $389,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6602,  Location: SEC 17,T10N,R20E (Lat: 31.843867,  Lng: -86.071861),  Route carried "on" structure: County highway 25,  Year Built: 1959,  Status: Posted for load,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 275 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 300 (year 2035),  Design Load: H 10,  Features Intersected: YOUNGBLOOD MILL BRANCH,  Facility Carried by Structure: COUNTY ROAD 1165
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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),  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $877,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $965,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7078,  Location: SEC 12,T10N,R20E (Lat: 31.860000,  Lng: -86.003333),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 900 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2034),  Features Intersected: UT CONECUH RIVER,  Facility Carried by Structure: CAMPBELL FIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $272,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7388,  Location: SEC 1,T8N,R20E (Lat: 31.705000,  Lng: -85.998333),  Route carried "on" structure: County highway 27,  Year Built: 1961,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 225 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 300 (year 2035),  Design Load: H 10,  Features Intersected: SMART BRANCH,  Facility Carried by Structure: COUNTY ROAD 2225
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $508,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $559,000 ( Estimate for 2022)

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Structure Number: 7394,  Location: SEC30,T10N,R22E (Lat: 31.818333,  Lng: -85.893333),  Route carried "on" structure: County highway 32,  Year Built: 1961,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 150 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2035),  Design Load: H 10,  Features Intersected: RYALS BRANCH,  Facility Carried by Structure: COUNTY ROAD 5509
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $337,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7714,  Location: SEC. 18, T9N, R21E (Lat: 31.750000,  Lng: -85.981667),  Route carried "on" structure: County highway 39,  Year Built: 1962,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 200 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2035),  Design Load: H 10,  Features Intersected: BIG CREEK,  Facility Carried by Structure: COUNTY ROAD 2227
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $478,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $526,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7715,  Location: SEC 18 T9N R21E (Lat: 31.755000,  Lng: -85.990000),  Route carried "on" structure: County highway 39,  Year Built: 1962,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 150 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2035),  Design Load: H 10,  Features Intersected: BIG CREEK BRANCH,  Facility Carried by Structure: COUNTY ROAD 2224
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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 minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $408,000 ( Estimate for 2022)

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Structure Number: 10289,  Location: 1.3 MI. E. OF TROY (Lat: 31.773333,  Lng: -85.926667),  Route carried "on" structure: US 231,  Year Built: 1970,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 18,360 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 23,913 (year 2033),  Design Load: HS 20,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 278.164,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.28m (33.73ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: January 2021,  Bridge Improvement Cost: $4,160,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $4,576,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10356,  Location: 1 MI. N. SR 87 (Lat: 31.843856,  Lng: -85.994794),  Route carried "on" structure: US 231,  Year Built: 1970,  Status: Open,  Structure Length: 14.45m (47.41ft),  Average Daily Traffic: 9,000 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 11,699 (year 2033),  Design Load: HS 20,  Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.606,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 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,  Length Of Structure Improvement: 15.23m (49.97ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: January 2021,  Bridge Improvement Cost: $4,387,000,  Roadway Improvement Cost: $439,000,  Total Project Cost: $4,826,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10958,  Location: SEC 35,T10N,R20E (Lat: 31.793792,  Lng: -86.026703),  Route carried "on" structure: County highway 27,  Year Built: 1973,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 400 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 600 (year 2035),  Design Load: H 15,  Features Intersected: DOUBLE BRANCH,  Facility Carried by Structure: COUNTY ROAD 2209
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.86m (19.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,045,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,150,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11542,  Location: 0.4 MI. N. U.S. 29 (Lat: 31.818306,  Lng: -85.993417),  Route carried "on" structure: US 231,  Year Built: 1954,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 16,210 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 21,071 (year 2033),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.664,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,344,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $1,478,000 ( Estimate for 2022)

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Structure Number: 12157,  Location: JCT. US 231 IN TROY (Lat: 31.805725,  Lng: -85.988128),  Route carried "on" structure: US 29,  Year Built: 1979,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 4,780 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,818 (year 2033),  Design Load: HS 20,  Features Intersected: US 231
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.209,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.67m (31.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,381,000,  Roadway Improvement Cost: $338,000,  Total Project Cost: $3,719,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12466,  Location: SEC 27,T9N,R21E (Lat: 31.725183,  Lng: -85.938775),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 75 (year 2000),  Average Future Daily Traffic: 100 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB TO WALNUT CREEK,  Facility Carried by Structure: COUNTY ROAD 3307
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $387,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12664,  Location: SEC 6,T10N,R22E (Lat: 31.868706,  Lng: -85.888344),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 150 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 150 (year 2035),  Design Load: HS 20,  Features Intersected: BROWNS MILL CREEK,  Facility Carried by Structure: COUNTY ROAD 7757
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $631,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $694,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12764,  Location: 3.5 MI. W. OF TROY (Lat: 31.804000,  Lng: -86.048233),  Route carried "on" structure: US 29,  Year Built: 1982,  Status: Open,  Structure Length: 28.62m (93.90ft),  Average Daily Traffic: 5,090 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,629 (year 2033),  Design Load: HS 20,  Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.797,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.62m (93.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: January 2021,  Bridge Improvement Cost: $8,243,000,  Roadway Improvement Cost: $824,000,  Total Project Cost: $9,067,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12944,  Location: SEC 12, T9N, R21E (Lat: 31.778333,  Lng: -85.903333),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 150 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 150 (year 2034),  Design Load: HS 20,  Features Intersected: TRIB TO KNIGHTS LAKE,  Facility Carried by Structure: COUNTY ROAD 5518
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $354,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $389,000 ( Estimate for 2022)

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Structure Number: 13867,  Location: SEC 12,T10N,R20E (Lat: 31.850000,  Lng: -85.995000),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 40 (year 2000),  Average Future Daily Traffic: 50 (year 2035),  Design Load: HS 20,  Features Intersected: NAPPY HEAD BRANCH,  Facility Carried by Structure: COUNTY ROAD 7724
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $459,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $505,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13868,  Location: SEC 34,T11N,R20E (Lat: 31.884703,  Lng: -86.033283),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 70 (year 2001),  Average Future Daily Traffic: 100 (year 2035),  Features Intersected: BEEMAN CREEK,  Facility Carried by Structure: COUNTY ROAD 1178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 8.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 6.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.07m (13.35ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $446,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $491,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 13869,  Location: SEC 34,T11N,R20E (Lat: 31.884886,  Lng: -86.034314),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 80 (year 2001),  Average Future Daily Traffic: 100 (year 2035),  Features Intersected: BEEMAN CREEK RELIEF,  Facility Carried by Structure: COUNTY ROAD 1178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 17.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.58m (8.46ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $283,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $311,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 15546,  Location: CITY OF TROY (Lat: 31.807311,  Lng: -85.951447),  Route carried "on" structure: City street 26,  Year Built: 1992,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 420 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 420 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $735,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $809,000 ( Estimate for 2022)

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Structure Number: 16649,  Location: 1 MI N JCT SR 87 (Lat: 31.843875,  Lng: -85.994514),  Route carried "on" structure: US 231,  Year Built: 1996,  Status: Open,  Structure Length: 15.42m (50.59ft),  Average Daily Traffic: 9,000 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 11,699 (year 2033),  Design Load: HS 20,  Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.606,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.19m (53.12ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: January 2021,  Bridge Improvement Cost: $4,662,000,  Roadway Improvement Cost: $466,000,  Total Project Cost: $5,128,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place