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Bridge Statistics for Ainsworth, Iowa (IA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Ainsworth, IA, Iowa, Iowa forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 40 meters (131ft) Total costs: $1,600,000 Total average daily traffic: 41,779 Total average daily truck traffic: 1,859 National Bridge Inventory (NBI) Registered Bridges for Ainsworth
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 19, Location: E MAPLE ST (Lat: 43.258333, Lng: -95.922222), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 500 (year 1975), Average Future Daily Traffic: 610 (year 2027), Features Intersected: RAILROAD CREEK, Facility Carried by Structure: E. MAPLE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $14,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 191, Location: E MAIN ST (Lat: 43.250000, Lng: -95.919444), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,060 (year 2003), Average Future Daily Traffic: 3,060 (year 2027), Features Intersected: RAILROAD CREEK, Facility Carried by Structure: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.130, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Inventory Rating: 22.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $1,000, Total Project Cost: $240,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 193, Location: E WILLOW ST (Lat: 43.250000, Lng: -95.925000), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 400 (year 1975), Average Future Daily Traffic: 488 (year 2027), Features Intersected: RAILROAD CREEK, Facility Carried by Structure: E. WILLOW ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $10,000, Total Project Cost: $120,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 194, Location: E CEDAR ST (Lat: 43.255556, Lng: -95.919444), Route carried "on" structure: City street , Year Built: 1941, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 600 (year 1975), Average Future Daily Traffic: 732 (year 2027), Features Intersected: RAILROAD CREEK, Facility Carried by Structure: E. CEDAR ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $10,000, Total Project Cost: $120,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 195, Location: E CHERRY ST (Lat: 43.258333, Lng: -95.919444), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,000 (year 1975), Average Future Daily Traffic: 1,220 (year 2027), Design Load: HS 20, Features Intersected: RAILROAD CREEK, Facility Carried by Structure: E. CHERRY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $10,000, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 196, Location: W BLUFF ST (Lat: 43.263889, Lng: -95.927778), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,510 (year 1995), Average Future Daily Traffic: 6,074 (year 2027), Features Intersected: RAILROAD CREEK, Facility Carried by Structure: W BLUFF ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.851, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 22.5 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: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $10,000, Total Project Cost: $200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 197, Location: VINE ST (Lat: 43.238889, Lng: -95.941667), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,360 (year 2003), Average Future Daily Traffic: 2,020 (year 2027), Features Intersected: GOAT CREEK, Facility Carried by Structure: RIVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.880, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $10,000, Total Project Cost: $250,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 198, Location: EUCLID AVE (Lat: 43.250000, Lng: -95.919444), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 742 (year 1975), Average Future Daily Traffic: 905 (year 2027), Features Intersected: RAILROAD CREEK, Facility Carried by Structure: EUCLID AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $2,000, Total Project Cost: $90,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 199, Location: UNION ST (Lat: 43.252778, Lng: -95.925000), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,120 (year 2003), Average Future Daily Traffic: 1,508 (year 2027), Features Intersected: RAILROAD CREEK, Facility Carried by Structure: UNION ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $1,000, Total Project Cost: $120,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19331, Location: 0000000 (Lat: 43.241667, Lng: -95.922222), Route carried "on" structure: US 59, Year Built: 1972, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 7,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 8,286 (year 2027), Design Load: HS 20, Features Intersected: OVER WESTCOTT PK LOOP-N/ Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.870, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.8 metric tons, Inventory Rating: 27.9 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1934, Location: 0000000 (Lat: 43.247222, Lng: -95.922222), Route carried "on" structure: US 59, Year Built: 1973, Status: Open, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 7,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 8,286 (year 2027), Design Load: HS 20, Features Intersected: LITTLE SIOUX RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.870, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 19351, Location: 0000000 (Lat: 43.258333, Lng: -95.919444), Route carried "on" structure: US 59, Year Built: 1973, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 9,200 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 10,164 (year 2027), Design Load: HS 20, Features Intersected: RAILROAD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.361, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 1946, Location: 0000000 (Lat: 43.266667, Lng: -95.891667), Route carried "on" structure: State highway 3, Year Built: 1960, Status: Open, Structure Length: 9.82m (32.22ft), Average Daily Traffic: 3,090 (year 2006), Truck Traffic: 24%, Average Future Daily Traffic: 3,770 (year 2027), Design Load: HS 20, Features Intersected: LITTLE SIOUX RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.782, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 50125, Location: W BIRCH ST (Lat: 43.244444, Lng: -95.941667), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 627 (year 1998), Average Future Daily Traffic: 765 (year 2027), Features Intersected: GOAT CREEK, Facility Carried by Structure: BIRCH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.6m (15.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 6.3 metric tons, Inventory Rating: 3.6 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $10,000, Total Project Cost: $275,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 69978, Location: MENTAL HEALTH INSTITUTE (Lat: 43.272222, Lng: -95.966667), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 0.76m (2.49ft), Features Intersected: SMALL STREAM (MHI), Facility Carried by Structure: CEMETARY ACCESS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.8m (12.5ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 3.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 19331, Location: SEQUOIA DR (Lat: 43.241667, Lng: -95.922222), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 570 (year 2003), Features Intersected: UNDER US 59, Facility Carried by Structure: US 59 Minimum Vertical Clearance: 3.18m (10.43ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 23.8m (78.1ft) Discuss this city on our hugely popular Iowa forum Back to: Ainsworth, IA, Iowa, All US cities.
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