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

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Structure Number: 296,  Location: 0.2 MI E JCT KYLE ST (Lat: 34.666667,  Lng: -86.016667),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,844 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,244 (year 2027),  Design Load: H 10,  Features Intersected: BRANCH,  Facility Carried by Structure: GARLAND FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $64,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $96,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 988,  Location: 2 MI E JCT MOODY RIDGE RD (Lat: 34.666667,  Lng: -85.966667),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 1,977 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,456 (year 2027),  Design Load: H 15,  Features Intersected: DRY CREEK,  Facility Carried by Structure: SNODGRASS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.86m (12.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $357,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $536,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2365,  Location: 0.3 MI E CEDAR HILLDR (Lat: 34.666667,  Lng: -86.033333),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,003 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,607 (year 2027),  Design Load: H 10,  Features Intersected: BRANCH,  Facility Carried by Structure: PARKS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $194,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3303,  Location: 0.1 MI W SR 279 (Lat: 34.683333,  Lng: -85.983333),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 667 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,167 (year 2027),  Design Load: H 10,  Features Intersected: DRY CREEK,  Facility Carried by Structure: RIDGEDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $89,000 ( Estimate for 2002),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4388,  Location: 2.5 MI N JCT US 72 (Lat: 34.650000,  Lng: -86.050000),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,648 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,649 (year 2027),  Design Load: H 10,  Features Intersected: ROSEBERRY CREEK,  Facility Carried by Structure: WOODS COVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $194,000 ( Estimate for 2002),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9216,  Location: 0.1 MI S JCT SR279 & US72 (Lat: 34.633333,  Lng: -86.033333),  Route carried "on" structure: State highway 279,  Year Built: 1936,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 17,200 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,251 (year 2027),  Design Load: H 15,  Features Intersected: ROSEBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.886,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Inventory Rating: 30.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.98m (19.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,527,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $2,291,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9757,  Location: 3.6 MI N JCT US72 & SR79 (Lat: 34.692500,  Lng: -86.104722),  Route carried "on" structure: State highway 79,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,270 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,319 (year 2027),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 151.314,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  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: Good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.0 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: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $380,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $570,000 ( Estimate for 2008),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9837,  Location: 7 MI S JCT US 72 & SR 79 (Lat: 34.599167,  Lng: -86.100000),  Route carried "on" structure: State highway 79,  Year Built: 1936,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 3,850 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,953 (year 2027),  Design Load: H 15,  Features Intersected: SAUTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.746,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $2,679,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $4,019,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10388,  Location: 1.7 MI W JCT SR 279 (Lat: 34.700000,  Lng: -86.016667),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 265 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 465 (year 2027),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: RIDGEDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 22.7 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $118,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $177,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10444,  Location: E CITY LIMITS OF S'BORO (Lat: 34.700000,  Lng: -85.983333),  Route carried "on" structure: State highway 279,  Year Built: 1929,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 5,050 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,140 (year 2026),  Design Load: H 20,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 14.185,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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 desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,019,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,529,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1045,  Location: W CITY LIMITS SCOTTSBORO (Lat: 34.666667,  Lng: -86.050000),  Route carried "on" structure: State highway 35,  Year Built: 1936,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 6,280 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,355 (year 2027),  Design Load: H 20,  Features Intersected: ROSEBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.012,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Inventory Rating: 22.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,379,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,069,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10572,  Location: JCT US 72 & SR 35 (Lat: 34.675000,  Lng: -86.025833),  Route carried "on" structure: State highway 35,  Year Built: 1971,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 9,565 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,794 (year 2027),  Design Load: HS 20,  Features Intersected: US 72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.706,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.25m (33.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,737,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $2,606,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10573,  Location: JCT US 72 & SR 35 (Lat: 34.655000,  Lng: -86.000556),  Route carried "on" structure: State highway 35,  Year Built: 1971,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 9,565 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,794 (year 2027),  Design Load: HS 20,  Features Intersected: US 72; SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.706,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.25m (33.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,737,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $2,606,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11387,  Location: 0.1 MI E JCT JC ROUTE 114 (Lat: 34.616667,  Lng: -86.100000),  Route carried "on" structure: US 72,  Year Built: 1975,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 5,890 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,072 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SAUTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 212.263,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.02m (29.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $1,539,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $2,309,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11388,  Location: 0.1 MI E JCT JC ROUTE 114 (Lat: 34.616667,  Lng: -86.100000),  Route carried "on" structure: US 72,  Year Built: 1975,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 5,890 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,072 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SAUTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 212.263,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.02m (29.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $1,539,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $2,309,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11389,  Location: JCT WBL US 72 & SR 279 (Lat: 34.633333,  Lng: -86.033333),  Route carried "on" structure: US 72,  Year Built: 1975,  Status: Open,  Structure Length: 21.61m (70.90ft),  Average Daily Traffic: 14,175 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,557 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 279 & ROSEBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.781,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 21.61m (70.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $3,688,000,  Roadway Improvement Cost: $369,000,  Total Project Cost: $5,532,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1139,  Location: RAMP FROM SR279 TO US72 W (Lat: 34.633333,  Lng: -86.033333),  Route carried "on" structure: Ramp US 72,  Year Built: 1975,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 2,835 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,911 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROSEBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.781,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.04m (29.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,023,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,534,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11391,  Location: RAMP FROM SR279 TO US 72E (Lat: 34.633333,  Lng: -86.033333),  Route carried "on" structure: Ramp US 72,  Year Built: 1975,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 2,835 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,911 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROSEBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.942,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.04m (29.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,023,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,534,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11392,  Location: JCT EBL US 72 & SR 279 (Lat: 34.633333,  Lng: -86.033333),  Route carried "on" structure: US 72,  Year Built: 1975,  Status: Open,  Structure Length: 19.17m (62.89ft),  Average Daily Traffic: 6,660 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,893 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 279 & ROSEBERRY CREEK
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 219.836,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 19.76m (64.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $3,373,000,  Roadway Improvement Cost: $337,000,  Total Project Cost: $5,059,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10572,  Location: JCT US 72 & SR 35 (Lat: 34.675000,  Lng: -86.025833),  Route carried "under" structure: US 72,  Year Built: 1971,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 23,670 (year 2007),  Truck Traffic: 6%,  Features Intersected: SR 35,  Facility Carried by Structure: SR 35
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 139.149,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 10573,  Location: JCT US 72 & SR 35 (Lat: 34.655000,  Lng: -86.000556),  Route carried "under" structure: US 72,  Year Built: 1971,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 23,670 (year 2007),  Truck Traffic: 6%,  Features Intersected: SR 35,  Facility Carried by Structure: SR 35
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 139.149,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 11389,  Location: JCT. US 72 & SR 279 (Lat: 34.633333,  Lng: -86.033333),  Route carried "under" structure: State highway 279,  Year Built: 1975,  Structure Length: 21.61m (70.90ft),  Average Daily Traffic: 13,220 (year 2007),  Truck Traffic: 3%,  Features Intersected: US 72,  Facility Carried by Structure: US 72; SR 2
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.233,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 11392,  Location: JCT US 72 & SR 279 (Lat: 34.633333,  Lng: -86.033333),  Route carried "under" structure: State highway 279,  Year Built: 1975,  Structure Length: 19.17m (62.89ft),  Average Daily Traffic: 13,220 (year 2007),  Truck Traffic: 3%,  Features Intersected: US 72,  Facility Carried by Structure: US72; SR2
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 3.217,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)