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

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Structure Number: 2689,  Location: 0.38 MI N MILITARY RD (Lat: 31.090000,  Lng: -88.011700),  Route carried "on" structure: City street ,  Year Built: 1942,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 345 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 514 (year 2041),  Design Load: H 15,  Features Intersected: DENNY BRANCH,  Facility Carried by Structure: OLD HWY 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 11.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 8.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  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: > 39.9% below),  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $238,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $262,000 ( Estimate for 2022)

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Structure Number: 269,  Location: 1.3 MI N MILITARY ROAD (Lat: 31.103300,  Lng: -88.010000),  Route carried "on" structure: City street ,  Year Built: 1942,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 345 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 514 (year 2041),  Design Load: H 15,  Features Intersected: BEAVER DAM CREEK,  Facility Carried by Structure: OLD HWY 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.699,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $322,000 ( Estimate for 2022)

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Structure Number: 6755,  Location: 1.7 MI N JCT CO RD 96 (Lat: 31.110050,  Lng: -88.009619),  Route carried "on" structure: US 43,  Year Built: 1930,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,899 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 19,349 (year 2038),  Design Load: H 20,  Features Intersected: LIL BEAVER DAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.489,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 74.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $916,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,008,000 ( Estimate for 2022)

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Structure Number: 6765,  Location: 0.9 MI S CO RD 96 (Lat: 31.075467,  Lng: -88.023425),  Route carried "on" structure: US 43,  Year Built: 1952,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 15,302 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 22,953 (year 2038),  Design Load: H 20,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.389,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.8 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,  Length Of Structure Improvement: 13.28m (43.57ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $5,917,000,  Roadway Improvement Cost: $592,000,  Total Project Cost: $6,509,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 752,  Location: 2.5 MI N JCT CO RD 96 (Lat: 31.121369,  Lng: -88.009825),  Route carried "on" structure: US 43,  Year Built: 1930,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 6,450 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,675 (year 2038),  Design Load: H 15,  Features Intersected: BARROWS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.745,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: Febuary 2022,  Bridge Improvement Cost: $959,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,055,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7655,  Location: 2.5 MI N JCT CO RD 96 (Lat: 31.121336,  Lng: -88.009631),  Route carried "on" structure: US 43,  Year Built: 1962,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 6,450 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,675 (year 2038),  Design Load: HS 20,  Features Intersected: BARROWS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.745,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  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: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,158,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,274,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11587,  Location: 2.2 MI S COUNTY RD 96 (Lat: 31.073489,  Lng: -88.047222),  Route carried "on" structure: County highway ,  Year Built: 1976,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 24 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 36 (year 2040),  Design Load: H 20,  Features Intersected: BULL BRANCH,  Facility Carried by Structure: JOAN HARRIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.200,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.9m (6.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $279,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $307,000 ( Estimate for 2022)

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Structure Number: 19209,  Location: 1.7 MI S COUNTY 96 (Lat: 31.080156,  Lng: -88.047369),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 24 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 36 (year 2040),  Design Load: HS 20,  Features Intersected: N. FORK OF CEDAR CREEK,  Facility Carried by Structure: JOAN HARRIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.699,  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: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $441,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $485,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19989,  Location: 1 MI. S. MOB/WASH CO LINE (Lat: 31.139919,  Lng: -88.010392),  Route carried "on" structure: Other road 43,  Year Built: 2009,  Status: Open,  Structure Length: 8.82m (28.94ft),  Average Daily Traffic: 1,548 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,322 (year 2038),  Design Load: HS 20,  Features Intersected: US 43 NBL * SBL,  Facility Carried by Structure: Steel Drive WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.354,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 85.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.80m (32.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,813,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $1,994,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19991,  Location: .1 MI EAST OF US 43 (Lat: 31.139722,  Lng: -88.008194),  Route carried "on" structure: Other road 43,  Year Built: 2009,  Status: Open,  Structure Length: 7.08m (23.23ft),  Average Daily Traffic: 2,132 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,198 (year 2038),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: Steel Drive WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.11m (26.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,336,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $2,570,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19989,  Location: 1 MI. S. MOB/WASH CO LINE (Lat: 31.139919,  Lng: -88.010392),  Route carried "under" structure: US 43,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 12,899 (year 2018),  Truck Traffic: 7%,  Features Intersected: US 43 NBL * SBL,  Facility Carried by Structure: Steel Drive WBL
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 46.354,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)