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

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Structure Number: 598,  Location: JCT SR 69 & BROWNS CREEK (Lat: 34.366667,  Lng: -86.334167),  Route carried "on" structure: State highway 69,  Year Built: 1941,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 16,670 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,053 (year 2027),  Design Load: H 15,  Features Intersected: BROWNS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 448.745,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $2,643,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $3,964,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7208,  Location: 2 MI N JCT US431 & SR227 (Lat: 34.340000,  Lng: -86.291944),  Route carried "on" structure: State highway 227,  Year Built: 1938,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 6,080 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,146 (year 2027),  Design Load: H 20,  Features Intersected: POLECAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.333,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 30.8 metric tons,  Inventory Rating: 22.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.01m (16.44ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $1,135,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,703,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7209,  Location: 1 MI S JCT US431 & SR227 (Lat: 34.346944,  Lng: -86.307778),  Route carried "on" structure: State highway 227,  Year Built: 1938,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 10,780 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,974 (year 2026),  Design Load: H 20,  Features Intersected: BIG SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.952,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 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: 9.22m (30.25ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $2,089,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $3,134,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11785,  Location: CITY OF GUNTERSVILLE (Lat: 34.379722,  Lng: -86.306944),  Route carried "on" structure: US 431,  Year Built: 1977,  Status: Open,  Structure Length: 86.96m (285.30ft),  Average Daily Traffic: 8,145 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,291 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: TENNESSEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 478.804,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 17.4m (57.1ft), Horizontal Clearance: 106.7m (350.1ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 1,  Length of Maximum Span: 114.3m (375.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to 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: 86.95m (285.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: August 2007,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $14,497,000,  Roadway Improvement Cost: $1,450,000,  Total Project Cost: $21,746,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12991,  Location: 0.1 MI N JCT SR 227 (Lat: 34.433333,  Lng: -86.166667),  Route carried "on" structure: County highway 582,  Year Built: 1983,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 400 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 480 (year 2026),  Design Load: HS 20,  Features Intersected: MINKEY CREEK,  Facility Carried by Structure: RT. 1041
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $372,000 ( Estimate for 2008),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13612,  Location: SOUTH END OF WYETH DRIVE (Lat: 34.316667,  Lng: -86.300000),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 1,293 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,484 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: GUNTERSVILLE LAKE,  Facility Carried by Structure: WYETH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $353,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $529,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15972,  Location: CITY OF GUNTERSVILLE (Lat: 34.380833,  Lng: -86.290556),  Route carried "on" structure: US 431,  Year Built: 1994,  Status: Open,  Structure Length: 87.90m (288.39ft),  Average Daily Traffic: 8,145 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,291 (year 2027),  Design Load: HS 20,  Features Intersected: TENNESSEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 478.804,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.6m (61.0ft), Horizontal Clearance: 99.1m (325.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 10,  Length of Maximum Span: 114.3m (375.0ft),  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: Very good,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable 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: 87.90m (288.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $14,900,000,  Roadway Improvement Cost: $1,490,000,  Total Project Cost: $22,350,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1695,  Location: 9MI S JCT US431 & SR227 (Lat: 34.410833,  Lng: -86.179722),  Route carried "on" structure: State highway 227,  Year Built: 2000,  Status: Open,  Structure Length: 16.40m (53.81ft),  Average Daily Traffic: 1,250 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,266 (year 2027),  Design Load: HS 20,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 47.773,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 17.14m (56.23ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $2,858,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $4,287,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17306,  Location: 6 MI S JCT US431 & SR227 (Lat: 34.366667,  Lng: -86.216667),  Route carried "on" structure: State highway 227,  Year Built: 2000,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 1,710 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,713 (year 2027),  Design Load: HS 20,  Features Intersected: SHORT CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 53.899,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.8m (104.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 10.49m (34.42ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $1,749,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,624,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17489,  Location: 4,572 FT S JCT 69 (Lat: 34.383333,  Lng: -86.466667),  Route carried "on" structure: County highway 14,  Year Built: 1949,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 2,360 (year 1999),  Average Future Daily Traffic: 2,880 (year 2026),  Design Load: H 10,  Features Intersected: SMITH SPRING
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 1.393,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Superior to present desirable 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: June 2006,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $131,000 ( Estimate for 2008),  Wearing Surface/Protective System: Wearing Surface: Bituminous