 |
 |
Bridge Statistics for Rock Island, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Rock Island, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 37 Total length: 536 meters (1,759ft) Total costs: $35,726,000 Total average daily traffic: 291,332 Total average daily truck traffic: 20,371 National Bridge Inventory (NBI) Registered Bridges for Rock Island
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 819903, Location: ROCK ISLAND ARSENAL (Lat: 41.516667, Lng: -90.565000), Route carried "on" structure: Other road , Year Built: 1896, Status: Open, Structure Length: 56.43m (185.14ft), Average Daily Traffic: 18,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 25,000 (year 2028), Design Load: HS 20, Features Intersected: US67,MISSRVR,L&D15,CPRR, Facility Carried by Structure: FT ARMSTRNG AV, RR Minimum Vertical Clearance: 3.75m (12.30ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Army, Approaching Roadway Width: 7.9m (25.9ft), Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 33.5m (109.9ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 78.6m (257.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 56.43m (185.14ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2006, Critical Feature Inspection Date: June 2006, Underwater Inspection Date: June 2003, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $14,000, Total Project Cost: $154,000 ( Estimate for 2006), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 819909, Location: SE ARSENAL ISLAND (Lat: 41.510733, Lng: -90.518450), Route carried "on" structure: Other road , Year Built: 1981, Year Reconstructed: 2000, Status: Open, Structure Length: 40.97m (134.42ft), Average Daily Traffic: 9,550 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 11,900 (year 2028), Design Load: HS 20, Features Intersected: MOLINE POOL, Facility Carried by Structure: RODMAN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Army, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 8, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: > 39.9% below), Length Of Structure Improvement: 40.97m (134.42ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2006, Critical Feature Inspection Date: June 2006, Underwater Inspection Date: June 2006, Bridge Improvement Cost: $2,043,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,044,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81-9903, Location: ROCK ISL ARSENL TO DAV,IA (Lat: 41.683333, Lng: -90.565000), Route carried "on" structure: Federal lands road , Year Built: 1896, Status: Open, Structure Length: 48.98m (160.70ft), Average Daily Traffic: 17,263 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2016), Design Load: HS 20, Features Intersected: US67,MISSRVR,L&D15,CPRR, Facility Carried by Structure: GOVT BRIDGE & RR Minimum Vertical Clearance: 3.71m (12.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 7.9m (25.9ft), Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 33.5m (109.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 111.3m (365.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 37.2 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 47.30m (155.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 1995, Bridge Improvement Cost: $12,817,000, Roadway Improvement Cost: $1,282,000, Total Project Cost: $15,087,000 ( Estimate for 1997), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8100621777, Location: CENTENNIAL FRWY R.I. (Lat: 41.502236, Lng: -90.592531), Route carried "on" structure: State highway 92, Year Built: 1964, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 10,800 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 13,200 (year 2026), Design Load: HS 20, Features Intersected: 7TH AVE-ROCK ISLAND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.160, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,164,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,746,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81006317771, Location: CENTENNIAL FRWY R.I. (Lat: 41.494219, Lng: -90.593222), Route carried "on" structure: State highway 92, Year Built: 1963, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 11,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 16,800 (year 2020), Design Load: HS 20, Features Intersected: 18TH AVE-ROCK ISLAND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.259, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,706,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81006417772, Location: .2 MI S 18TH ST R.I. (Lat: 41.491767, Lng: -90.594086), Route carried "on" structure: State highway 92, Year Built: 1963, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 11,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 17,200 (year 2021), Design Load: HS 20, Features Intersected: IAIS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.953, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.98m (22.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,411,000, Roadway Improvement Cost: $141,000, Total Project Cost: $2,117,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81006517773, Location: CENTENNIAL FRWY R.I. (Lat: 41.483428, Lng: -90.602050), Route carried "on" structure: State highway 92, Year Built: 1963, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,000 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 10,500 (year 2020), Design Load: HS 20, Features Intersected: 31ST ST-ROCK ISLAND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.843, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $67,000, Total Project Cost: $998,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81006617774, Location: CENTENNIAL FRWY R.I. (Lat: 41.483311, Lng: -90.601911), Route carried "on" structure: State highway 92, Year Built: 1963, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,000 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 10,500 (year 2020), Design Load: HS 20, Features Intersected: 31ST ST-ROCK ISLAND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.827, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $67,000, Total Project Cost: $998,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81006717775, Location: .5 MI S 31ST ST R.I. (Lat: 41.479122, Lng: -90.604828), Route carried "on" structure: State highway 92, Year Built: 1963, Year Reconstructed: 2002, Status: Open, Structure Length: 27.55m (90.39ft), Average Daily Traffic: 7,000 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 11,400 (year 2026), Design Load: HS 20, Features Intersected: ROCK RIV-HEN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.77m (94.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: April 2007, Underwater Inspection Date: May 2007, Bridge Improvement Cost: $2,617,000, Roadway Improvement Cost: $262,000, Total Project Cost: $3,926,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81006817776, Location: .5 MI S 31ST ST R.I. (Lat: 41.478953, Lng: -90.604933), Route carried "on" structure: State highway 92, Year Built: 1963, Year Reconstructed: 2002, Status: Open, Structure Length: 27.55m (90.39ft), Average Daily Traffic: 7,000 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 11,400 (year 2026), Design Load: HS 20, Features Intersected: ROCK RIV-HEN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.199, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.77m (94.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: April 2007, Underwater Inspection Date: May 2007, Bridge Improvement Cost: $2,617,000, Roadway Improvement Cost: $262,000, Total Project Cost: $3,926,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81008117794, Location: 1 MI E OF US 67 (Lat: 41.464675, Lng: -90.565100), Route carried "on" structure: State highway 5, Year Built: 1932, Year Reconstructed: 2000, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,400 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 25,500 (year 2021), Design Load: HS 20, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81008717816, Location: .2 MI N OF ILL 5 (Lat: 41.467283, Lng: -90.565475), Route carried "on" structure: Other road 5810, Year Built: 1933, Year Reconstructed: 2005, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 7,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 11,700 (year 2021), Design Load: HS 20, Features Intersected: WATERWAY, Facility Carried by Structure: 24TH ST ROCK ISLAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81008817817, Location: .1MI N OF ILL 5 (Lat: 41.465961, Lng: -90.565553), Route carried "on" structure: Other road 5810, Year Built: 1934, Year Reconstructed: 2005, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 7,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 11,800 (year 2021), Design Load: HS 20, Features Intersected: WATERWAY, Facility Carried by Structure: 24TH ST ROCK ISLAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81009117792, Location: .4 MI N ANDALUSIA RD (Lat: 41.451072, Lng: -90.620475), Route carried "on" structure: State highway 92, Year Built: 1960, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 8,350 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 14,500 (year 2026), Design Load: HS 20, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.885, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81009217793, Location: .4 MI N ANDALUSIA RD (Lat: 41.450922, Lng: -90.620475), Route carried "on" structure: State highway 92, Year Built: 1960, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 8,350 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 14,500 (year 2026), Design Load: HS 20, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.869, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81011818658, Location: 4 MI E OF ANDALUSIA (Lat: 41.443669, Lng: -90.631650), Route carried "on" structure: State highway 92, Year Built: 1975, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 10,700 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,700 (year 2026), Design Load: HS 20, Features Intersected: WARREN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.147, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 8120061866, Location: 2 MI W OF US 67 (Lat: 41.443536, Lng: -90.606050), Route carried "on" structure: Other road 599, Year Built: 1975, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 8,200 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 11,600 (year 2021), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: ANDALUSIA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.255, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 27.6m (90.6ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2006, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $656,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81201103156, Location: .2 MI E CENTENNIAL X (Lat: 41.443733, Lng: -90.616017), Route carried "on" structure: Other road 599, Year Built: 1983, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 8,400 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 11,600 (year 2021), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: ANDALUSIA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.434, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2006 Find on map >>
Structure Number: 8120333559, Location: 0.3MI W JCT US67 (Lat: 41.442975, Lng: -90.579894), Route carried "on" structure: Other road 599, Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 13,400 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 18,700 (year 2021), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: ANDALUSIA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.475, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.1m (39.7ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2006 Find on map >>
Structure Number: 81308728066, Location: 3 MI E OF ANDALUSIA (Lat: 41.433594, Lng: -90.646181), Route carried "on" structure: County highway 1203, Year Built: 1979, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 4,100 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 4,900 (year 2023), Design Load: HS 20, Features Intersected: TURKEY HOLLOW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 81309902721, Location: 3 MI W OF MILAN (Lat: 41.435919, Lng: -90.631136), Route carried "on" structure: Other road 5794, Year Built: 1985, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 750 (year 2023), Design Load: HS 20, Features Intersected: WARREN CREEK, Facility Carried by Structure: 85 TH AVE W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2005, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 81630011254, Location: 190 FT W 17TH ST-RI (Lat: 41.469653, Lng: -90.568044), Route carried "on" structure: City street 2130, Year Built: 1981, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 59 (year 1996), Average Future Daily Traffic: 60 (year 2018), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: 40TH AVE COURT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2005, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8163013599, Location: N.EDGE, ROCK ISLAND (Lat: 41.512275, Lng: -90.565411), Route carried "on" structure: Other road 5816, Year Built: 1976, Year Reconstructed: 2001, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 7,700 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 22,500 (year 2024), Design Load: HS 20, Features Intersected: BIKE PATH,LEVEE & RR, Facility Carried by Structure: ARSENAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81990517767, Location: BETWEEN DAV. & R.I. (Lat: 41.511256, Lng: -90.579581), Route carried "on" structure: US 67, Year Built: 1940, Year Reconstructed: 2003, Status: Open, Structure Length: 117.47m (385.40ft), Average Daily Traffic: 21,000 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 20,500 (year 2022), Design Load: HS 15, Features Intersected: ILL 92, RR & MISS R Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 337.439, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 157.2m (515.7ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 24, Length of Maximum Span: 164.0m (538.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2006, Critical Feature Inspection Date: November 2006, Underwater Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81990617768, Location: CENTENNIAL FRWY R.I. (Lat: 41.509436, Lng: -90.585319), Route carried "on" structure: State highway 92, Year Built: 1962, Year Reconstructed: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,800 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 14,700 (year 2021), Design Load: HS 20, Features Intersected: 11TH ST-ROCK ISLAND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.173, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 20.3m (66.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $43,000, Total Project Cost: $639,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81990717769, Location: CENTENNIAL FRWY R.I. (Lat: 41.505911, Lng: -90.589889), Route carried "on" structure: State highway 92, Year Built: 1962, Year Reconstructed: 2003, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 10,800 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 14,700 (year 2021), Design Load: HS 20, Features Intersected: 7TH ST-ROCK ISLAND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.642, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007, Bridge Improvement Cost: $427,000, Roadway Improvement Cost: $43,000, Total Project Cost: $641,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: DANAMCROC000057, Location: ROCK ISLAND ARSENAL (Lat: 41.520833, Lng: -90.544444), Route carried "on" structure: Other road , Year Built: 1880, Status: Closed, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1 (year 2006), Average Future Daily Traffic: 4 (year 2028), Features Intersected: DRY LAKE BED, Facility Carried by Structure: ABANDONED ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Superstructure: Imminent failure, Substructure: Fair, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $60,000, Total Project Cost: $700,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: DAPAMCROC000003, Location: ROCK ISLAND GOLF COURSE (Lat: 41.522600, Lng: -90.536117), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 75 (year 2028), Features Intersected: 5TH HOLE WATER TRAP, Facility Carried by Structure: GOLF CART PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, 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: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $5,000, Total Project Cost: $8,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 8100621777, Location: CENTENNIAL FRWY R.I. (Lat: 41.502236, Lng: -90.592531), Route carried "under" structure: Other road 5766, Year Built: 1964, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 2,050 (year 2006), Truck Traffic: 10%, Features Intersected: 7TH AVE-ROCK ISLAND, Facility Carried by Structure: ILL 92 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 81006317771, Location: CENTENNIAL FRWY R.I. (Lat: 41.494219, Lng: -90.593222), Route carried "under" structure: Other road 5771, Year Built: 1963, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 5,500 (year 2006), Truck Traffic: 5%, Features Intersected: 18TH AVE-ROCK ISLAND, Facility Carried by Structure: ILL 92 Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.037, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 81006517773, Location: CENTENNIAL FRWY R.I. (Lat: 41.483428, Lng: -90.602050), Route carried "under" structure: City street 5500, Year Built: 1963, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 5,309 (year 1996), Truck Traffic: 2%, Features Intersected: 31ST ST-ROCK ISLAND, Facility Carried by Structure: ILL 92 S.B. Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 1.271, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 81006617774, Location: CENTENNIAL FRWY R.I. (Lat: 41.483311, Lng: -90.601911), Route carried "under" structure: Other road 5783, Year Built: 1963, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 5,900 (year 2006), Truck Traffic: 9%, Features Intersected: 31ST ST-ROCK ISLAND, Facility Carried by Structure: ILL 92 N.B. Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 8101523123, Location: IN BLACKHAWK ST. PK. (Lat: 41.465094, Lng: -90.575339), Route carried "under" structure: State highway 5, Year Built: 1995, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 8,700 (year 2007), Truck Traffic: 5%, Features Intersected: IL 5, Facility Carried by Structure: PEDESTRIAN OVERPAS Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.708, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 81990517767, Location: BETWEEN DAV. & R.I. (Lat: 41.511256, Lng: -90.579581), Route carried "under" structure: State highway 92, Year Built: 1940, Structure Length: 117.47m (385.40ft), Average Daily Traffic: 13,300 (year 2007), Truck Traffic: 6%, Features Intersected: ILL 92, RR & MISS R, Facility Carried by Structure: US 67 Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 48.688, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Arch - Thru, Length of Maximum Span: 164.0m (538.1ft) Find on map >>
Structure Number: 81990617768, Location: CENTENNIAL FRWY R.I. (Lat: 41.509436, Lng: -90.585319), Route carried "under" structure: Ramp Other road 308, Year Built: 1962, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 850 (year 2007), Truck Traffic: 18%, Features Intersected: 11TH ST-ROCK ISLAND, Facility Carried by Structure: ILL 92 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.257, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 81990717769, Location: CENTENNIAL FRWY R.I. (Lat: 41.505911, Lng: -90.589889), Route carried "under" structure: Other road 5762, Year Built: 1962, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 1,200 (year 2006), Truck Traffic: 29%, Features Intersected: 7TH ST-ROCK ISLAND, Facility Carried by Structure: ILL 92 Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 1.448, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 81992124985, Location: AUGUSTANA COLLEGE RI (Lat: 41.505031, Lng: -90.547664), Route carried "under" structure: State highway 92, Year Built: 1975, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 8,500 (year 2007), Truck Traffic: 8%, Features Intersected: ILL 92 WB-38TH ST, Facility Carried by Structure: PEDESTRIAN OVERPAS Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 51.842, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.7m (90.9ft) Discuss this city on our hugely popular Illinois forum Back to: Rock Island, IL, Illinois, All US cities.
|
 |
