Bridge Statistics for Forest City, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 125ft / 38.0mTotal length
- $2,161,000Total costs
- 2,280Total average daily traffic
- 222Total average daily truck traffic
- 2,921Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Forest City
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 31960-1969
- 11980-1989
- 11990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 41.7%Good
- 33.3%Satisfactory
- 16.7%Fair
- 8.3%Serious
- Bridge Condition - Superstructure
- 25.0%Very good
- 25.0%Good
- 16.7%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 41.7%Good
- 25.0%Satisfactory
- 8.3%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 64.3%Satisfactory
- 21.4%Fair
- 14.3%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
Find on map >> Show street view
Structure Number: 17321, Location: S 32 T 60 N R 38 W (Lat: 39.980536, Lng: -95.190839), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Features Intersected: GRAND AVE CR, Facility Carried by Structure: A ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Structure Number: 17321, Location: S 32 T 60 N R 38 W (Lat: 39.980536, Lng: -95.190839), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Features Intersected: GRAND AVE CR, Facility Carried by Structure: A ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Find on map >> Show street view
Structure Number: 17322, Location: S 32 T 60 N R 38 W (Lat: 39.978789, Lng: -95.189622), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Features Intersected: GRAND AVENUE CR, Facility Carried by Structure: DIAGONAL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Structure Number: 17322, Location: S 32 T 60 N R 38 W (Lat: 39.978789, Lng: -95.189622), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Features Intersected: GRAND AVENUE CR, Facility Carried by Structure: DIAGONAL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Find on map >> Show street view
Structure Number: 17323, Location: S 32 T 60 N R 38 W (Lat: 39.977517, Lng: -95.190933), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Design Load: HS 20, Features Intersected: GRAND AVENUE CR, Facility Carried by Structure: MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 17323, Location: S 32 T 60 N R 38 W (Lat: 39.977517, Lng: -95.190933), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Design Load: HS 20, Features Intersected: GRAND AVENUE CR, Facility Carried by Structure: MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Find on map >> Show street view
Structure Number: 21143, Location: S 21 T 60 N R 38 W (Lat: 39.999617, Lng: -95.173408), Route carried "on" structure: County highway 291, Year Built: 1920, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Features Intersected: GRAND AVENUE CR, Facility Carried by Structure: COUNTY RD 280
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.32m (1.05ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $350,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Structure Number: 21143, Location: S 21 T 60 N R 38 W (Lat: 39.999617, Lng: -95.173408), Route carried "on" structure: County highway 291, Year Built: 1920, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Features Intersected: GRAND AVENUE CR, Facility Carried by Structure: COUNTY RD 280
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.32m (1.05ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $350,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Find on map >> Show street view
Structure Number: 2131, Location: S 18 T 60 N R 38 W (Lat: 40.013889, Lng: -95.203861), Route carried "on" structure: County highway 300, Year Built: 1989, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 12 (year 2041), Features Intersected: KIMSEY CR, Facility Carried by Structure: MAYWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, 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: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2131, Location: S 18 T 60 N R 38 W (Lat: 40.013889, Lng: -95.203861), Route carried "on" structure: County highway 300, Year Built: 1989, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 12 (year 2041), Features Intersected: KIMSEY CR, Facility Carried by Structure: MAYWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, 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: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 21336, Location: S 17 T 60 N R 38 W (Lat: 40.024339, Lng: -95.194725), Route carried "on" structure: County highway 301, Year Built: 2000, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Design Load: HS 20, Features Intersected: KIMSEY CR, Facility Carried by Structure: NICKLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21336, Location: S 17 T 60 N R 38 W (Lat: 40.024339, Lng: -95.194725), Route carried "on" structure: County highway 301, Year Built: 2000, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Design Load: HS 20, Features Intersected: KIMSEY CR, Facility Carried by Structure: NICKLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 21338, Location: S 8 T 60 N R 38 W (Lat: 40.027214, Lng: -95.189258), Route carried "on" structure: County highway 301, Year Built: 2000, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: KIMSEY CR, Facility Carried by Structure: COUNTY RD 260
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21338, Location: S 8 T 60 N R 38 W (Lat: 40.027214, Lng: -95.189258), Route carried "on" structure: County highway 301, Year Built: 2000, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: KIMSEY CR, Facility Carried by Structure: COUNTY RD 260
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22596, Location: S 30 T 60 N R 38 W (Lat: 39.987856, Lng: -95.204083), Route carried "on" structure: County highway 363, Year Built: 1969, Status: Posted for load, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 86 (year 2041), Design Load: H 15, Features Intersected: KIMSEY CR, Facility Carried by Structure: COUNTY RD 290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.369, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.55m (1.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $27,000, Total Project Cost: $407,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22596, Location: S 30 T 60 N R 38 W (Lat: 39.987856, Lng: -95.204083), Route carried "on" structure: County highway 363, Year Built: 1969, Status: Posted for load, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 86 (year 2041), Design Load: H 15, Features Intersected: KIMSEY CR, Facility Carried by Structure: COUNTY RD 290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.369, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.55m (1.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $27,000, Total Project Cost: $407,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 30122, Location: S 32 T 60 N R 38 W (Lat: 39.983222, Lng: -95.190417), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 81 (year 2041), Design Load: HS 20, Features Intersected: GRAND AVENUE CR, Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Fair, Culverts: Good, Structural Evaluation: Better than 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: November 2021
Structure Number: 30122, Location: S 32 T 60 N R 38 W (Lat: 39.983222, Lng: -95.190417), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 81 (year 2041), Design Load: HS 20, Features Intersected: GRAND AVENUE CR, Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Fair, Culverts: Good, Structural Evaluation: Better than 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: November 2021
Find on map >> Show street view
Structure Number: 30495, Location: S 8 T 60 N R 38 W (Lat: 40.034139, Lng: -95.179017), Route carried "on" structure: County highway 292, Year Built: 2004, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Design Load: HS 20, Features Intersected: KIMSEY CR, Facility Carried by Structure: NOVEMBER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 94.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30495, Location: S 8 T 60 N R 38 W (Lat: 40.034139, Lng: -95.179017), Route carried "on" structure: County highway 292, Year Built: 2004, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Design Load: HS 20, Features Intersected: KIMSEY CR, Facility Carried by Structure: NOVEMBER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 94.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 33674, Location: S 12 T 60 N R 39 W (Lat: 40.028925, Lng: -95.235389), Route carried "on" structure: State highway 111, Year Built: 2011, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 626 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 814 (year 2041), Design Load: HS 20, Features Intersected: CANNON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.254, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.7 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33674, Location: S 12 T 60 N R 39 W (Lat: 40.028925, Lng: -95.235389), Route carried "on" structure: State highway 111, Year Built: 2011, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 626 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 814 (year 2041), Design Load: HS 20, Features Intersected: CANNON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.254, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.7 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 6584, Location: S 19 T 60 N R 38 W (Lat: 40.005017, Lng: -95.212625), Route carried "on" structure: State highway 111, Year Built: 1968, Year Reconstructed: 2015, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 626 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 814 (year 2041), Design Load: H 15, Features Intersected: KIMSEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.601, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6584, Location: S 19 T 60 N R 38 W (Lat: 40.005017, Lng: -95.212625), Route carried "on" structure: State highway 111, Year Built: 1968, Year Reconstructed: 2015, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 626 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 814 (year 2041), Design Load: H 15, Features Intersected: KIMSEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.601, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 7272, Location: S 4 T 59 N R 38 W (Lat: 39.953425, Lng: -95.167875), Route carried "on" structure: State highway T, Year Built: 1962, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 102 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 133 (year 2041), Design Load: H 15, Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.695, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.63m (2.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $659,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 7272, Location: S 4 T 59 N R 38 W (Lat: 39.953425, Lng: -95.167875), Route carried "on" structure: State highway T, Year Built: 1962, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 102 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 133 (year 2041), Design Load: H 15, Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.695, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.63m (2.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $659,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Find on map >> Show street view
Structure Number: 9044, Location: S 32 T 60 N R 38 W (Lat: 39.982311, Lng: -95.191253), Route carried "on" structure: State highway 111, Year Built: 1934, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 626 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 814 (year 2041), Design Load: H 10, Features Intersected: GRAND AVE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.825, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $256,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 9044, Location: S 32 T 60 N R 38 W (Lat: 39.982311, Lng: -95.191253), Route carried "on" structure: State highway 111, Year Built: 1934, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 626 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 814 (year 2041), Design Load: H 10, Features Intersected: GRAND AVE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.825, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $256,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up