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 - historical statistics
- 11900-1909
- 11930-1939
- 11960-1969
- 131970-1979
- 21980-1989
- 121990-1999
- 22000-2009
- 12010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 10.5%Excellent
- 15.8%Very good
- 52.6%Good
- 10.5%Satisfactory
- 10.5%Fair
- Bridge Condition - Superstructure
- 31.6%Excellent
- 10.5%Very good
- 21.1%Good
- 31.6%Satisfactory
- 5.3%Fair
- Bridge Condition - Substructure
- 15.8%Excellent
- 15.8%Very good
- 26.3%Good
- 31.6%Satisfactory
- 10.5%Fair
- Bridge Condition - Channel
- 13.3%Very good
- 6.7%Good
- 73.3%Satisfactory
- 6.7%Fair
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)