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


  • National Bridge Inventory (NBI) Statistics
  • 35Number of bridges
  • 302ft / 92.0mTotal length
  • $911,000Total costs
  • 121,031Total average daily traffic
  • 34,707Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Bowling Green
  • No street view available for this location

New bridges in Bowling Green, MO - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11930-1939
  • 11960-1969
  • 131970-1979
  • 21980-1989
  • 121990-1999
  • 22000-2009
  • 12010-2019
  • 22020-2022
Reconstructed bridges in Bowling Green, MO - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
Average Bridge Daily Traffic in Bowling Green, MO
Average Bridge Truck Traffic in Bowling Green, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.5%Excellent
  • 15.8%Very good
  • 52.6%Good
  • 10.5%Satisfactory
  • 10.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 31.6%Excellent
  • 10.5%Very good
  • 21.1%Good
  • 31.6%Satisfactory
  • 5.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 15.8%Excellent
  • 15.8%Very good
  • 26.3%Good
  • 31.6%Satisfactory
  • 10.5%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 13.3%Very good
  • 6.7%Good
  • 73.3%Satisfactory
  • 6.7%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Good
  • 60.0%Satisfactory
  • 20.0%Fair
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Structure Number: 11733,  Location: S 24 T 53 N R 3 W (Lat: 39.351153,  Lng: -91.190483),  Route carried "on" structure: US 61,  Year Built: 1978,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 6,270 (year 2021),  Truck Traffic: 38%,  Average Future Daily Traffic: 11,913 (year 2041),  Design Load: HS 20,  Features Intersected: CRD 292
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 488.429,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up
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Structure Number: 13206,  Location: S 31 T 54 N R 3 W (Lat: 39.412694,  Lng: -91.279472),  Route carried "on" structure: County highway 31,  Year Built: 1980,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 90 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 113 (year 2041),  Features Intersected: CREEK,  Facility Carried by Structure: COUNTY RD 048
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: July 2020
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Structure Number: 13754,  Location: S 36 T 54 N R 3 W (Lat: 39.414583,  Lng: -91.194417),  Route carried "on" structure: County highway 46,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 35 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 44 (year 2041),  Features Intersected: CREEK,  Facility Carried by Structure: COUNTY RD 133
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15382,  Location: S 17 T 53 N R 3 W (Lat: 39.365861,  Lng: -91.271000),  Route carried "on" structure: County highway 92,  Year Built: 1900,  Status: Posted for load,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 15 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 19 (year 2041),  Features Intersected: PENO CR,  Facility Carried by Structure: COUNTY RD 041
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $230,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15389,  Location: S 20 T 53 N R 3 W (Lat: 39.357389,  Lng: -91.262667),  Route carried "on" structure: County highway 92,  Year Built: 1983,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 63 (year 2041),  Features Intersected: PENO CR,  Facility Carried by Structure: COUNTY RD 041
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.5 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 29127,  Location: S 9 T 52 N R 2 W (Lat: 39.290361,  Lng: -91.131722),  Route carried "on" structure: County highway 282,  Year Built: 2001,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 63 (year 2041),  Features Intersected: CREEK,  Facility Carried by Structure: COUNTY RD 309
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2924,  Location: S 23 T 53 N R 3 W (Lat: 39.355936,  Lng: -91.212114),  Route carried "on" structure: US 54,  Year Built: 1978,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 3,176 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 6,034 (year 2041),  Design Load: HS 20,  Features Intersected: BU 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 417.803,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.4 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up
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Structure Number: 2929,  Location: S 14 T 53 N R 3 W (Lat: 39.359767,  Lng: -91.203694),  Route carried "on" structure: US 54,  Year Built: 1978,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 4,129 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 6,400 (year 2041),  Design Load: HS 20,  Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.620,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed
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Structure Number: 293,  Location: S 24 T 53 N R 3 W (Lat: 39.355731,  Lng: -91.198283),  Route carried "on" structure: US 61,  Year Built: 1978,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 6,270 (year 2021),  Truck Traffic: 38%,  Average Future Daily Traffic: 11,913 (year 2041),  Design Load: HS 20,  Features Intersected: CRD BUSINESS 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 489.267,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up,  Deck Protection: Internally Sealed
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Structure Number: 2931,  Location: S 24 T 53 N R 3 W (Lat: 39.355550,  Lng: -91.198533),  Route carried "on" structure: US 61,  Year Built: 1996,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 5,901 (year 2021),  Truck Traffic: 39%,  Average Future Daily Traffic: 11,212 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CRD BUSINESS 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.848,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 86.4 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 2932,  Location: S 24 T 53 N R 3 W (Lat: 39.353189,  Lng: -91.194050),  Route carried "on" structure: US 61,  Year Built: 1978,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 6,270 (year 2021),  Truck Traffic: 38%,  Average Future Daily Traffic: 11,913 (year 2041),  Design Load: HS 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 488.812,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up
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Structure Number: 2936,  Location: S 30 T 53 N R 3 W (Lat: 39.333878,  Lng: -91.178428),  Route carried "on" structure: State highway 161,  Year Built: 1996,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 8,153 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,637 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.180,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  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: Very good,  Substructure: Very good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 3041,  Location: S 22 T 53 N R 3 W (Lat: 39.345614,  Lng: -91.232839),  Route carried "on" structure: ServiceState highway 54,  Year Built: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3 (year 2041),  Design Load: H 15,  Features Intersected: BR PENO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018
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Structure Number: 3042,  Location: S 22 T 53 N R 3 W (Lat: 39.345200,  Lng: -91.232194),  Route carried "on" structure: US 54,  Year Built: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,176 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 6,034 (year 2041),  Design Load: HS 20,  Features Intersected: BR PENO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 415.725,  Lanes on structure: 2,  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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020
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Structure Number: 30537,  Location: S 21 T 53 N R 3 W (Lat: 39.347306,  Lng: -91.237056),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BRANCH,  Facility Carried by Structure: INDUSTRIAL PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35308,  Location: S 20 T 53 N R 2 W (Lat: 39.346472,  Lng: -91.154556),  Route carried "on" structure: County highway 109,  Year Built: 2016,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 65 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 81 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB OF NOIX CR,  Facility Carried by Structure: COUNTY RD 280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up
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Structure Number: 36281,  Location: S 32 T 54 N R 3 W (Lat: 39.410469,  Lng: -91.260011),  Route carried "on" structure: State highway U,  Year Built: 2020,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 165 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 239 (year 2041),  Features Intersected: PENO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.846,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36308,  Location: S 33 T 54 N R 3 W (Lat: 39.406331,  Lng: -91.247519),  Route carried "on" structure: State highway U,  Year Built: 2020,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 165 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 239 (year 2041),  Features Intersected: BRANCH PENO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.558,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 78.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 4225,  Location: S 14 T 53 N R 3 W (Lat: 39.372903,  Lng: -91.217922),  Route carried "on" structure: State highway UU,  Year Built: 1995,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 282 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 437 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.195,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  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: Very good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.1 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 4246,  Location: S 33 T 54 N R 3 W (Lat: 39.405558,  Lng: -91.245725),  Route carried "on" structure: US 61,  Year Built: 1995,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 6,841 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 12,998 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: GAILEY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 496.218,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.7m (74.5ft),  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: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 4251,  Location: S 33 T 54 N R 3 W (Lat: 39.405625,  Lng: -91.246083),  Route carried "on" structure: US 61,  Year Built: 1995,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 6,968 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 13,239 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: GAILEY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.866,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.7m (74.5ft),  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: Excellent,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 5199,  Location: S 33 T 54 N R 3 W (Lat: 39.421472,  Lng: -91.252819),  Route carried "on" structure: US 61,  Year Built: 1993,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 13,227 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 25,131 (year 2041),  Design Load: HS 20,  Features Intersected: BR PENO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.041,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: 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: November 2020
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Structure Number: 5502,  Location: S 23 T 53 N R 3 W (Lat: 39.346008,  Lng: -91.204406),  Route carried "on" structure: Business State highway 61,  Year Built: 1931,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 6,744 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,453 (year 2041),  Design Load: H 15,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.3 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.53m (1.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $454,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $681,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Internally Sealed
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Structure Number: 8084,  Location: S 32 T 54 N R 3 W (Lat: 39.409942,  Lng: -91.256494),  Route carried "on" structure: State highway U,  Year Built: 1961,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 165 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 239 (year 2041),  Design Load: H 15,  Features Intersected: RAILROAD BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 50.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020
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Structure Number: 11733,  Location: S 24 T 53 N R 3 W (Lat: 39.351153,  Lng: -91.190483),  Route carried "under" structure: County highway 292,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 1,434 (year 2021),  Truck Traffic: 3%,  Features Intersected: CRD 292,  Facility Carried by Structure: US 61 N
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 1.942,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 2924,  Location: S 23 T 53 N R 3 W (Lat: 39.355936,  Lng: -91.212114),  Route carried "under" structure: Business State highway 61,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 2,495 (year 2021),  Truck Traffic: 8%,  Features Intersected: BU 61,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 2.374,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 2929,  Location: S 14 T 53 N R 3 W (Lat: 39.359767,  Lng: -91.203694),  Route carried "under" structure: US 61,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 4,778 (year 2021),  Truck Traffic: 39%,  Features Intersected: US 61,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 144.231,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 2929,  Location: S 14 T 53 N R 3 W (Lat: 39.359767,  Lng: -91.203694),  Route carried "under" structure: US 61,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 6,270 (year 2021),  Truck Traffic: 38%,  Features Intersected: US 61,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 489.943,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 293,  Location: S 24 T 53 N R 3 W (Lat: 39.355731,  Lng: -91.198283),  Route carried "under" structure: County highway ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 1,277 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD BUSINESS 54,  Facility Carried by Structure: US 61 N
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 0.927,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 2931,  Location: S 24 T 53 N R 3 W (Lat: 39.355550,  Lng: -91.198533),  Route carried "under" structure: County highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 1,277 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD BUSINESS 54,  Facility Carried by Structure: US 61 S
Minimum Vertical Clearance: 8.36m (27.43ft),  Kilometerpoint: 0.898,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.7m (74.5ft)

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Structure Number: 2935,  Location: S 24 T 53 N R 3 W (Lat: 39.351008,  Lng: -91.190758),  Route carried "under" structure: County highway 292,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 1,434 (year 2021),  Truck Traffic: 3%,  Features Intersected: CRD 292,  Facility Carried by Structure: US 61 S
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 1.975,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 2936,  Location: S 30 T 53 N R 3 W (Lat: 39.333878,  Lng: -91.178428),  Route carried "under" structure: US 61,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 6,019 (year 2021),  Truck Traffic: 37%,  Features Intersected: US 61
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 486.240,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 2936,  Location: S 30 T 53 N R 3 W (Lat: 39.333878,  Lng: -91.178428),  Route carried "under" structure: US 61,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 5,901 (year 2021),  Truck Traffic: 39%,  Features Intersected: US 61
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 147.934,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 4225,  Location: S 14 T 53 N R 3 W (Lat: 39.372903,  Lng: -91.217922),  Route carried "under" structure: US 61,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 4,569 (year 2021),  Truck Traffic: 35%,  Features Intersected: US 61,  Facility Carried by Structure: RT UU E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 491.849,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 4225,  Location: S 14 T 53 N R 3 W (Lat: 39.372903,  Lng: -91.217922),  Route carried "under" structure: US 61,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 6,968 (year 2021),  Truck Traffic: 31%,  Features Intersected: US 61,  Facility Carried by Structure: RT UU E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 142.326,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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