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Bridge Statistics for Hannibal, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 64Number of bridges
  • 734m2,408ftTotal length
  • $7,953,000Total costs
  • 327,401Total average daily traffic
  • 68,749Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Hannibal
  • No street view available for this location

New bridges - Historical Statistics

  • 21910-1919
  • 51930-1939
  • 31950-1959
  • 71960-1969
  • 61970-1979
  • 41980-1989
  • 201990-1999
  • 172000-2009

Reconstructed bridges - Historical Statistics

  • 21950-1959
  • 01960-1969
  • 21970-1979
  • 01980-1989
  • 11990-1999
  • 12000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 11888,  Location: S 19 T 57 N R 4 W (Lat: 39.714667,  Lng: -91.392022),  Route carried "on" structure: Interstate 72,  Year Built: 2000,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 15,267 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 29,007 (year 2035),  Design Load: HS 25,  Features Intersected: RP US61S TO IS72E, RP IS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.251,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.0m (144.4ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1841,  Location: S 4 T 41 N R 16 W (Lat: 38.348700,  Lng: -92.702611),  Route carried "on" structure: State highway AA,  Year Built: 1967,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 618 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,143 (year 2035),  Design Load: H 15,  Features Intersected: ROUTON HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.218,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Poor,  Culverts: Fair,  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 13
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Structure Number: 1841,  Location: S 28 T 57 N R 4 W (Lat: 39.707056,  Lng: -91.353417),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 2006,  Status: Posted for load,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 250 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 338 (year 2035),  Features Intersected: BEAR CR,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 18412,  Location: S 28 T 57 N R 4 W (Lat: 39.702333,  Lng: -91.357528),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1984,  Status: Closed,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 400 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: BEAR CR,  Facility Carried by Structure: ELY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Good,  Channel: Good,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: 0.35m (1.15ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Critical Feature Inspection Date: Febuary 15,  Bridge Improvement Cost: $317,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $475,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18415,  Location: S 32 T 57 N R 4 W (Lat: 39.698500,  Lng: -91.364111),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 5 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 6 (year 2035),  Features Intersected: BEAR CR,  Facility Carried by Structure: MUNGER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 9.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: 0.28m (0.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Critical Feature Inspection Date: Febuary 15,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $306,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18417,  Location: S 1 T 56 N R 5 W (Lat: 39.678389,  Lng: -91.409444),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 4,103 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,539 (year 2034),  Design Load: HS 20,  Features Intersected: BEAR CR,  Facility Carried by Structure: WARREN BARRET DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $579,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $869,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18418,  Location: S 1 T 56 N R 5 W (Lat: 39.679833,  Lng: -91.401167),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 4,103 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,539 (year 2034),  Design Load: H 20,  Features Intersected: ST CLAIR CR,  Facility Carried by Structure: WARREN BARRET DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14
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Structure Number: 1842,  Location: S 23 T 31 N R 2 W (Lat: 37.358525,  Lng: -91.122528),  Route carried "on" structure: State highway B,  Year Built: 1967,  Status: Posted for load,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 228 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 319 (year 2035),  Design Load: H 15,  Features Intersected: ADAIR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.505,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1842,  Location: S 30 T 57 N R 4 W (Lat: 39.713139,  Lng: -91.396583),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 4,766 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,434 (year 2035),  Features Intersected: MINNOW CR,  Facility Carried by Structure: W ELY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Fair,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18421,  Location: S 13 T 57 N R 5 W (Lat: 39.742389,  Lng: -91.403167),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 250 (year 2035),  Features Intersected: BRANCH,  Facility Carried by Structure: EL RANCHO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18424,  Location: S 31 T 57 N R 4 W (Lat: 39.685611,  Lng: -91.387889),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 2,100 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,625 (year 2035),  Design Load: HS 20,  Features Intersected: BEAR CR,  Facility Carried by Structure: 30TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 54.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18425,  Location: S 30 T 57 N R 4 W (Lat: 39.711778,  Lng: -91.395250),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 900 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,125 (year 2035),  Design Load: H 20,  Features Intersected: MINNOW BR,  Facility Carried by Structure: SURREY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15
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Structure Number: 18427,  Location: S 6 T 56 N R 4 W (Lat: 39.682222,  Lng: -91.393806),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 4,103 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,539 (year 2034),  Design Load: HS 20,  Features Intersected: BEAR CR,  Facility Carried by Structure: WARREN BARRET DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.5 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18431,  Location: S 1 T 56 N R 5 W (Lat: 39.678889,  Lng: -91.405417),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 675 (year 2034),  Features Intersected: BEAR CR,  Facility Carried by Structure: NEW LONDON GR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18434,  Location: S 1 T 56 N R 5 W (Lat: 39.679083,  Lng: -91.397833),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 400 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 540 (year 2034),  Design Load: HS 20,  Features Intersected: BEAR CR,  Facility Carried by Structure: ORCHARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18435,  Location: S 1 T 56 N R 5 W (Lat: 39.677556,  Lng: -91.396611),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 400 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 540 (year 2034),  Design Load: HS 20,  Features Intersected: BEAR CREEK BR,  Facility Carried by Structure: ORCHARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal 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: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.0 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 minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14
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Structure Number: 18436,  Location: S 32 T 57 N R 4 W (Lat: 39.694694,  Lng: -91.375111),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 4,350 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,873 (year 2035),  Design Load: HS 20,  Features Intersected: BEAR CR,  Facility Carried by Structure: INDUSTRIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 54.0 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 18438,  Location: S 1 T 56 N R 5 W (Lat: 39.682861,  Lng: -91.402167),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 200 (year 2014),  Truck Traffic: 20%,  Average Future Daily Traffic: 270 (year 2034),  Design Load: HS 20,  Features Intersected: ST CLAIR CR,  Facility Carried by Structure: HANNICON ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18442,  Location: S 32 T 57 N R 4 W (Lat: 39.697333,  Lng: -91.376611),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,600 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,210 (year 2033),  Features Intersected: MINNOW CR,  Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13
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Structure Number: 18443,  Location: S 30 T 57 N R 4 W (Lat: 39.705806,  Lng: -91.387500),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 12,700 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,145 (year 2035),  Features Intersected: MINNOW BR,  Facility Carried by Structure: JAMES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18444,  Location: S 31 T 57 N R 4 W (Lat: 39.687222,  Lng: -91.388556),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,084 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,813 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: 30TH 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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13
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Structure Number: 20272,  Location: S 12 T 57 N R 5 W (Lat: 39.750556,  Lng: -91.404361),  Route carried "on" structure: County highway 254,  Year Built: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 125 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: COUNTY RD 410
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15
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Structure Number: 20798,  Location: S 35 T 57 N R 5 W (Lat: 39.699778,  Lng: -91.427139),  Route carried "on" structure: County highway 275,  Year Built: 1989,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 400 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: COUNTY RD 418
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.5 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15
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Structure Number: 28272,  Location: S 36 T 57 N R 5 W (Lat: 39.685472,  Lng: -91.402944),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,450 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,658 (year 2033),  Design Load: HS 20,  Features Intersected: ST CLAIR CR,  Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13
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Structure Number: 29274,  Location: S 32 T 57 N R 4 W (Lat: 39.689389,  Lng: -91.375833),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,500 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,375 (year 2033),  Design Load: HS 20,  Features Intersected: MILLS CR,  Facility Carried by Structure: JOHNSON 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),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13
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Structure Number: 29678,  Location: S 24 T 57 N R 5 W (Lat: 39.714439,  Lng: -91.400550),  Route carried "on" structure: US 36,  Year Built: 2003,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 9,596 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 18,232 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CST MUNGER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.293,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29679,  Location: S 24 T 57 N R 5 W (Lat: 39.714644,  Lng: -91.400556),  Route carried "on" structure: US 36,  Year Built: 2003,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,972 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,446 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CST MUNGER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.722,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30875,  Location: S 32 T 57 N R 4 W (Lat: 39.693722,  Lng: -91.374278),  Route carried "on" structure: City street 185,  Year Built: 2006,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 1,737 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,345 (year 2035),  Design Load: HS 20,  Features Intersected: MILLS CR,  Facility Carried by Structure: LINDELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32413,  Location: S 1 T 56 N R 5 W (Lat: 39.678333,  Lng: -91.416667),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 950 (year 2014),  Truck Traffic: 50%,  Average Future Daily Traffic: 1,283 (year 2034),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: RED DEVIL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32701,  Location: S 24 T 57 N R 4 W (Lat: 39.715861,  Lng: -91.400694),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Posted for load,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 2,730 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,413 (year 2033),  Design Load: HS 20,  Features Intersected: MINNOW BR,  Facility Carried by Structure: MUNGER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 385,  Location: S 1 T 56 N R 5 W (Lat: 39.679089,  Lng: -91.411239),  Route carried "on" structure: US 61,  Year Built: 1990,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 9,147 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,379 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.243,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 3851,  Location: S 1 T 56 N R 5 W (Lat: 39.682708,  Lng: -91.408233),  Route carried "on" structure: US 61,  Year Built: 1990,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 9,147 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,379 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.756,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 4076,  Location: S 21 T 57 N R 4 W (Lat: 39.719167,  Lng: -91.361300),  Route carried "on" structure: Interstate 72,  Year Built: 2000,  Status: Open,  Structure Length: 136.86m (449.02ft),  Average Daily Traffic: 15,178 (year 2014),  Truck Traffic: 21%,  Average Future Daily Traffic: 28,838 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MISSISSIPPI RVR, CST 410
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.675,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 33 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.8m (61.7ft), Horizontal Clearance: 182.8m (599.7ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 25,  Length of Maximum Span: 195.1m (640.1ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 13,  Critical Feature Inspection Date: April 13,  Underwater Inspection Date: June 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Internally Sealed
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Structure Number: 4144,  Location: S 19 T 57 N R 4 W (Lat: 39.715492,  Lng: -91.381528),  Route carried "on" structure: Interstate 72,  Year Built: 1993,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 7,183 (year 2013),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,647 (year 2035),  Design Load: HS 20,  Features Intersected: CST CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.079,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 4156,  Location: S 19 T 57 N R 4 W (Lat: 39.715378,  Lng: -91.381558),  Route carried "on" structure: Interstate 72,  Year Built: 1993,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 8,084 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,359 (year 2035),  Design Load: HS 20,  Features Intersected: CST CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.180,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4283,  Location: S 1920 T 57 N R 4 W (Lat: 39.717064,  Lng: -91.372831),  Route carried "on" structure: Interstate 72,  Year Built: 1997,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 8,084 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,359 (year 2035),  Design Load: HS 20,  Features Intersected: MO 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.939,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4284,  Location: S 1920 T 57 N R 4 W (Lat: 39.717161,  Lng: -91.372908),  Route carried "on" structure: Interstate 72,  Year Built: 1997,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 7,414 (year 2013),  Truck Traffic: 23%,  Average Future Daily Traffic: 14,086 (year 2035),  Design Load: HS 20,  Features Intersected: MO 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.305,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4285,  Location: S 19 T 57 N R 4 W (Lat: 39.716114,  Lng: -91.377972),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 720 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,044 (year 2035),  Design Load: HS 20,  Features Intersected: IS 72,  Facility Carried by Structure: COUNTRY CLUB DR S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.555,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.5m (103.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 5393,  Location: S 30 T 57 N R 4 W (Lat: 39.710153,  Lng: -91.391261),  Route carried "on" structure: US 61,  Year Built: 1930,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 28,652 (year 2014),  Truck Traffic: 34%,  Average Future Daily Traffic: 44,410 (year 2035),  Design Load: H 20,  Features Intersected: MINNOW CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.040,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 23 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: Fair,  Operating Rating: 72.0 metric tons,  Inventory Rating: 43.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13
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Structure Number: 5402,  Location: S 36 T 57 N R 5 W (Lat: 39.688103,  Lng: -91.403667),  Route carried "on" structure: US 61,  Year Built: 1930,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 18,429 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 35,015 (year 2035),  Design Load: H 20,  Features Intersected: JAMES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.075,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 23 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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13
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Structure Number: 655,  Location: S 1846 T 36 N R 12 E (Lat: 37.778111,  Lng: -89.722842),  Route carried "on" structure: State highway C,  Year Built: 1961,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 194 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 271 (year 2035),  Design Load: H 15,  Features Intersected: CINQUEHMS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.677,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 655,  Location: S 29 T 57 N R 4 W (Lat: 39.713428,  Lng: -91.362411),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 956 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,386 (year 2035),  Design Load: H 15,  Features Intersected: MO 79,  Facility Carried by Structure: RESERVOIR ST S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.84m (2.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Bridge Improvement Cost: $811,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,216,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed
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Structure Number: 6624,  Location: S 19 T 57 N R 4 W (Lat: 39.714539,  Lng: -91.397883),  Route carried "on" structure: US 36,  Year Built: 1958,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 14,568 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 27,679 (year 2035),  Design Load: H 20,  Features Intersected: MINNOW BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.537,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 72.0 metric tons,  Inventory Rating: 43.2 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13
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Structure Number: 842,  Location: S 28 T 57 N R 4 W (Lat: 39.706850,  Lng: -91.355175),  Route carried "on" structure: State highway 79,  Year Built: 1966,  Status: Open,  Structure Length: 30.89m (101.35ft),  Average Daily Traffic: 7,374 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,429 (year 2035),  Design Load: H 20,  Features Intersected: CST WARREN BARRETT DR, C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.057,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 8,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.09m (10.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Bridge Improvement Cost: $2,647,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $3,971,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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