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

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Structure Number: 225,  Location: 0.3 MI SW OF AL 22 (Lat: 33.143333,  Lng: -85.383333),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 400 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 520 (year 2032),  Design Load: H 10,  Features Intersected: SCL RR,  Facility Carried by Structure: LOUINA ST
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 2.7 metric tons,  Inventory Rating: 1.8 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 3 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: Febuary 12,  Other Special Inspection Date: Febuary 12,  Bridge Improvement Cost: $833,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,249,000 ( Estimate for 2012),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 429,  Location: .04 MI SW US 431:ROANOKE (Lat: 33.173333,  Lng: -85.396667),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Posted for load,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 280 (year 2031),  Design Load: H 10,  Features Intersected: GASTON BRANCH,  Facility Carried by Structure: CO. RD. 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.399,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 4.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: 2.47m (8.10ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 11,  Other Special Inspection Date: November 11,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $501,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5095,  Location: ROANOKE (Lat: 33.166547,  Lng: -85.416081),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 3,110 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,887 (year 2031),  Design Load: H 15,  Features Intersected: RAILROAD,  Facility Carried by Structure: LAFAYETTE HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 22.7 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.68m (15.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $744,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,116,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8653,  Location: ROANOKE (Lat: 33.166667,  Lng: -85.416667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Temporarily open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 750 (year 2031),  Design Load: H 15,  Features Intersected: GRAVES CREEK,  Facility Carried by Structure: FRANKLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $366,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $549,000 ( Estimate for 2012),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9584,  Location: TOWN OF ROANOKE (Lat: 33.132322,  Lng: -85.356372),  Route carried "on" structure: US 431,  Year Built: 1968,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 7,390 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,110 (year 2029),  Design Load: HS 20,  Features Intersected: ACL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 288.769,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.44m (17.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $1,148,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,722,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9585,  Location: TOWN OF ROANOKE (Lat: 33.164600,  Lng: -85.367783),  Route carried "on" structure: US 431,  Year Built: 1968,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 5,580 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,140 (year 2029),  Design Load: HS 20,  Features Intersected: GRAVES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 292.577,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.24m (7.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $1,550,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $2,325,000 ( Estimate for 2012)

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Structure Number: 14505,  Location: ROANOKE (Lat: 33.116667,  Lng: -85.673333),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CREEK,  Facility Carried by Structure: LOUINA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  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: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  Bridge Improvement Cost: $317,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $476,000 ( Estimate for 2012),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16022,  Location: CITY OF ROANOKE (Lat: 33.232056,  Lng: -85.356836),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,500 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,500 (year 2031),  Design Load: HS 20,  Features Intersected: HIGH PINE CREEK,  Facility Carried by Structure: OLD US 431(CO 59)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.698,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $1,386,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $2,079,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20279,  Location: ROANOKE (Lat: 33.115000,  Lng: -85.676667),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 750 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2031),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: LOUINA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $271,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $406,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2028,  Location: 1.9 MI US 431 (Lat: 32.696667,  Lng: -85.330833),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 200 (year 2011),  Average Future Daily Traffic: 250 (year 2031),  Design Load: HS 20,  Features Intersected: SCL RAILROAD,  Facility Carried by Structure: JOHNSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.61m (11.84ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 11,  Bridge Improvement Cost: $399,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $599,000 ( Estimate for 2012),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber