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Bridge Statistics for Rainsville, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Rainsville, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 33 meters (108ft) Total costs: $8,724,000 Total average daily traffic: 39,683 Total average daily truck traffic: 3,017 Total future (year 2022) average daily traffic: 41,484 National Bridge Inventory (NBI) Registered Bridges for Rainsville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 272, Location: 3.1 MI N JCT SR 35 (Lat: 34.516667, Lng: -85.816667), Route carried "on" structure: State highway 75, Year Built: 1942, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,850 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 7,048 (year 2027), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to 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: December 2006, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $336,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4939, Location: .5 MI W OF AL 75 (Lat: 34.488056, Lng: -85.869722), Route carried "on" structure: County highway 92, Year Built: 1954, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 270 (year 2001), Truck Traffic: 15%, Average Future Daily Traffic: 292 (year 2022), Design Load: H 15, Features Intersected: PINEY 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: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $192,000 ( Estimate for 2008) Find on map >>
Structure Number: 8274, Location: .7 MI SW OF SR 35 (Lat: 34.500000, Lng: -85.883333), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 193 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 275 (year 2023), Design Load: H 10, Features Intersected: PHILLIPS BRANCH, Facility Carried by Structure: KIRK RD Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 0.1 - 9.9% below), Length Of Structure Improvement: 1.47m (4.82ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8846, Location: .4 MI E AL 75 T6SR8E (Lat: 34.542500, Lng: -85.839722), Route carried "on" structure: County highway 94, Year Built: 1965, Status: Posted for load, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 92 (year 2008), Average Future Daily Traffic: 137 (year 2028), Design Load: H 10, Features Intersected: CANEY CREEK, Facility Carried by Structure: CO RD 584 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Inventory Rating: 3.6 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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: 2.15m (7.05ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $154,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 10319, Location: BETWEEN 1ST AV&MALCON AVE (Lat: 34.483333, Lng: -85.833333), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 187 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 375 (year 2023), Design Load: H 20, Features Intersected: PINEY CREEK, Facility Carried by Structure: GEORGE WALLACE DR Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.2 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13452, Location: BETWEEN MARSHALL RD& SR75 (Lat: 34.500000, Lng: -85.833333), Route carried "on" structure: City street , Year Built: 1931, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 228 (year 2023), Design Load: H 10, Features Intersected: IVY CREEK, Facility Carried by Structure: DILBECK RD Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 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: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.47m (4.82ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $13,000, Total Project Cost: $195,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13625, Location: BETWEEN PARKER AVE SCOTT (Lat: 34.466667, Lng: -85.833333), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 175 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 197 (year 2023), Design Load: HS 20, Features Intersected: IVY CREEK, Facility Carried by Structure: EVERETT ST SW Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $143,000, Roadway Improvement Cost: $14,000, Total Project Cost: $214,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1516, Location: 0.3 MI S OF HORTON RD (Lat: 34.466667, Lng: -85.866667), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 103 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 138 (year 2023), Design Load: HS 20, Features Intersected: PINEY CREEK, Facility Carried by Structure: RAY AVE Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $222,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16737, Location: S CITY OF RAINSVILLE (Lat: 34.485278, Lng: -85.802222), Route carried "on" structure: State highway 35, Year Built: 1997, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 7,740 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,034 (year 2027), Design Load: HS 20, Features Intersected: TOWN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.128, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 8.92m (29.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,522,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,283,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16738, Location: S CITY OF RAINSVILLE (Lat: 34.486111, Lng: -85.810000), Route carried "on" structure: State highway 35, Year Built: 1995, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 7,740 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,034 (year 2027), Design Load: HS 20, Features Intersected: TOWN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.128, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 8.92m (29.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,522,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,283,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16741, Location: IN CITY OF RAINSVILLE (Lat: 34.483333, Lng: -85.816667), Route carried "on" structure: State highway 35, Year Built: 1996, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 15,590 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 16,026 (year 2027), Design Load: HS 20, Features Intersected: IVY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.236, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal 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: November 2006, Bridge Improvement Cost: $872,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,308,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19009, Location: 0.5 MILE S OF SR 35 (Lat: 34.466667, Lng: -85.800000), Route carried "on" structure: City street , Year Built: 1898, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 500 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 636 (year 2023), Design Load: H 10, Features Intersected: TOWN CREEK, Facility Carried by Structure: CHAVIES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 33.3m (109.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.4m (14.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 8.1 metric tons, Inventory Rating: 8.1 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.12m (29.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $518,000, Roadway Improvement Cost: $52,000, Total Project Cost: $777,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 19721, Location: T6S,R8E, SECTIONS 16 & 21 (Lat: 34.500000, Lng: -85.800000), Route carried "on" structure: County highway 515, Year Built: 2006, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 43 (year 2005), Average Future Daily Traffic: 64 (year 2025), Design Load: HS 20, Features Intersected: CANEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $342,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Discuss this city on our hugely popular Alabama forum Back to: Rainsville, AL, Alabama, All US cities.
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