Bridge Statistics for Prairie Grove, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 289ft / 88.0mTotal length
- $679,000Total costs
- 79,345Total average daily traffic
- 6,663Total average daily truck traffic
- 105,963Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Prairie Grove
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11960-1969
- 51970-1979
- 41980-1989
- 31990-1999
- 62000-2009
- 82010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 50.0%Good
- 22.7%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 18.2%Very good
- 27.3%Good
- 36.4%Satisfactory
- 13.6%Fair
- 4.5%Serious
- Bridge Condition - Substructure
- 9.1%Very good
- 40.9%Good
- 31.8%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 27.6%Very good
- 34.5%Good
- 37.9%Satisfactory
- Bridge Condition - Culverts
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Poor
Find on map >> Show street view
Structure Number: 4195, Location: 3.45 M S OF PRAIRIE GROVE (Lat: 35.922200, Lng: -94.312558), Route carried "on" structure: County highway 21, Year Built: 1970, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,686 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 415 (year 2007), Design Load: H 15, Features Intersected: Sulphur Creek - Wash. Co, Facility Carried by Structure: N. Cove Creek Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4195, Location: 3.45 M S OF PRAIRIE GROVE (Lat: 35.922200, Lng: -94.312558), Route carried "on" structure: County highway 21, Year Built: 1970, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,686 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 415 (year 2007), Design Load: H 15, Features Intersected: Sulphur Creek - Wash. Co, Facility Carried by Structure: N. Cove Creek Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 6732, Location: 1mi. E. Prairie Grove (Lat: 35.991181, Lng: -94.294231), Route carried "on" structure: US 62, Year Built: 2002, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 18,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 16,878 (year 2028), Design Load: HS 20, Features Intersected: Illinois River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.616, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6732, Location: 1mi. E. Prairie Grove (Lat: 35.991181, Lng: -94.294231), Route carried "on" structure: US 62, Year Built: 2002, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 18,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 16,878 (year 2028), Design Load: HS 20, Features Intersected: Illinois River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.616, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7044, Location: 0.50 Mi W Prairie Grove (Lat: 35.971028, Lng: -94.333989), Route carried "on" structure: Business US 62, Year Built: 2006, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 3,025 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 12,377 (year 2028), Design Load: HL 93, Features Intersected: Muddy Fork-Washington Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, 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: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7044, Location: 0.50 Mi W Prairie Grove (Lat: 35.971028, Lng: -94.333989), Route carried "on" structure: Business US 62, Year Built: 2006, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 3,025 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 12,377 (year 2028), Design Load: HL 93, Features Intersected: Muddy Fork-Washington Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, 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: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7178, Location: 0.40 mi East of CR 288 (Lat: 35.964167, Lng: -94.333889), Route carried "on" structure: US 62, Year Built: 2012, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 8,644 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,660 (year 2030), Design Load: HL 93, Features Intersected: Muddy Fork-Washington Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.276, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7178, Location: 0.40 mi East of CR 288 (Lat: 35.964167, Lng: -94.333889), Route carried "on" structure: US 62, Year Built: 2012, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 8,644 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,660 (year 2030), Design Load: HL 93, Features Intersected: Muddy Fork-Washington Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.276, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 17349, Location: 0.27MI W OF JCT SH 265 (Lat: 35.952500, Lng: -94.250139), Route carried "on" structure: County highway 67, Year Built: 1924, Status: Posted for load, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 203 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2007), Design Load: H 15, Features Intersected: Illinois River/Wash Co., Facility Carried by Structure: Orr Road
Minimum Vertical Clearance: 2.43m (7.97ft), Kilometerpoint: 0.499, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $457,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17349, Location: 0.27MI W OF JCT SH 265 (Lat: 35.952500, Lng: -94.250139), Route carried "on" structure: County highway 67, Year Built: 1924, Status: Posted for load, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 203 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2007), Design Load: H 15, Features Intersected: Illinois River/Wash Co., Facility Carried by Structure: Orr Road
Minimum Vertical Clearance: 2.43m (7.97ft), Kilometerpoint: 0.499, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $457,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1737, Location: 0.3 W CO.RD 28 (Lat: 35.942806, Lng: -94.317306), Route carried "on" structure: County highway 259, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 644 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2007), Features Intersected: Sulphur Fork - Wash. Co., Facility Carried by Structure: Prairie Grove Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021
Structure Number: 1737, Location: 0.3 W CO.RD 28 (Lat: 35.942806, Lng: -94.317306), Route carried "on" structure: County highway 259, Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 644 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2007), Features Intersected: Sulphur Fork - Wash. Co., Facility Carried by Structure: Prairie Grove Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021
Find on map >> Show street view
Structure Number: 1739, Location: 0.73 MI N JCT US 62 (Lat: 35.995081, Lng: -94.298278), Route carried "on" structure: County highway 623, Year Built: 1923, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 26 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 110 (year 2038), Features Intersected: Illinois River - Wash., Facility Carried by Structure: Black Nursery Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Total Project Cost: $78,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1739, Location: 0.73 MI N JCT US 62 (Lat: 35.995081, Lng: -94.298278), Route carried "on" structure: County highway 623, Year Built: 1923, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 26 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 110 (year 2038), Features Intersected: Illinois River - Wash., Facility Carried by Structure: Black Nursery Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Total Project Cost: $78,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 18313, Location: 0.05 M JCT SH 156 & 265 (Lat: 35.920278, Lng: -94.270417), Route carried "on" structure: County highway 28, Year Built: 1972, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 110 (year 2038), Features Intersected: Illinois River-Wash. Co., Facility Carried by Structure: Hogeye Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18313, Location: 0.05 M JCT SH 156 & 265 (Lat: 35.920278, Lng: -94.270417), Route carried "on" structure: County highway 28, Year Built: 1972, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 110 (year 2038), Features Intersected: Illinois River-Wash. Co., Facility Carried by Structure: Hogeye Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 18326, Location: 2.14 MI E PRAIRIE GROVE (Lat: 35.978306, Lng: -94.276500), Route carried "on" structure: County highway 20, Year Built: 1970, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2007), Design Load: H 15, Features Intersected: Alexander Creek-Wash Co., Facility Carried by Structure: Illinois Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18326, Location: 2.14 MI E PRAIRIE GROVE (Lat: 35.978306, Lng: -94.276500), Route carried "on" structure: County highway 20, Year Built: 1970, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2007), Design Load: H 15, Features Intersected: Alexander Creek-Wash Co., Facility Carried by Structure: Illinois Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 18809, Location: 0.52 MI NW OF SH 265 (Lat: 35.909089, Lng: -94.289964), Route carried "on" structure: County highway 212, Year Built: 1975, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 167 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 190 (year 2038), Features Intersected: Illinois River-Wash, Facility Carried by Structure: Kettle Springs Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18809, Location: 0.52 MI NW OF SH 265 (Lat: 35.909089, Lng: -94.289964), Route carried "on" structure: County highway 212, Year Built: 1975, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 167 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 190 (year 2038), Features Intersected: Illinois River-Wash, Facility Carried by Structure: Kettle Springs Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1997, Location: 3.0 MI EAST PRAIRIE GROVE (Lat: 35.978558, Lng: -94.264183), Route carried "on" structure: County highway 20, Year Built: 1986, Status: Posted for load, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2007), Features Intersected: Illinois River-Wash. Co., Facility Carried by Structure: Illinois Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.826, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1997, Location: 3.0 MI EAST PRAIRIE GROVE (Lat: 35.978558, Lng: -94.264183), Route carried "on" structure: County highway 20, Year Built: 1986, Status: Posted for load, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2007), Features Intersected: Illinois River-Wash. Co., Facility Carried by Structure: Illinois Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.826, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 19972, Location: 0.13 MI NORTH US 62 (Lat: 35.965442, Lng: -94.349889), Route carried "on" structure: County highway 636, Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 940 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 428 (year 2007), Design Load: H 20, Features Intersected: Zach Creek-Wash. Co., Facility Carried by Structure: Bill Campbell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19972, Location: 0.13 MI NORTH US 62 (Lat: 35.965442, Lng: -94.349889), Route carried "on" structure: County highway 636, Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 940 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 428 (year 2007), Design Load: H 20, Features Intersected: Zach Creek-Wash. Co., Facility Carried by Structure: Bill Campbell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 20179, Location: 1 MI W PRAIRIE GROVE (Lat: 35.988944, Lng: -94.334497), Route carried "on" structure: County highway 98, Year Built: 1982, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 322 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 77 (year 2007), Features Intersected: Muddy Fork - Wash. Co., Facility Carried by Structure: Daugherty Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.459, 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: 14.3m (46.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20179, Location: 1 MI W PRAIRIE GROVE (Lat: 35.988944, Lng: -94.334497), Route carried "on" structure: County highway 98, Year Built: 1982, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 322 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 77 (year 2007), Features Intersected: Muddy Fork - Wash. Co., Facility Carried by Structure: Daugherty Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.459, 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: 14.3m (46.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 20744, Location: 0.1 MI EAST CO RD 21 (Lat: 35.906667, Lng: -94.320358), Route carried "on" structure: County highway 214, Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 273 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 37 (year 2007), Features Intersected: Sulphur Fork-Washington, Facility Carried by Structure: Delight Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20744, Location: 0.1 MI EAST CO RD 21 (Lat: 35.906667, Lng: -94.320358), Route carried "on" structure: County highway 214, Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 273 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 37 (year 2007), Features Intersected: Sulphur Fork-Washington, Facility Carried by Structure: Delight Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 21055, Location: 2.05 M E of Prairie Grove (Lat: 35.964167, Lng: -94.279639), Route carried "on" structure: County highway 22, Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2011), Features Intersected: Ditch Wash. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21055, Location: 2.05 M E of Prairie Grove (Lat: 35.964167, Lng: -94.279639), Route carried "on" structure: County highway 22, Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2011), Features Intersected: Ditch Wash. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 21783, Location: 0.6 MI E CO RD 33 (Lat: 36.016008, Lng: -94.381358), Route carried "on" structure: County highway 62, Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,065 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6 (year 2007), Features Intersected: Creek-Washington Co., Facility Carried by Structure: Bethel Blacktop Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21783, Location: 0.6 MI E CO RD 33 (Lat: 36.016008, Lng: -94.381358), Route carried "on" structure: County highway 62, Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,065 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6 (year 2007), Features Intersected: Creek-Washington Co., Facility Carried by Structure: Bethel Blacktop Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 21975, Location: 6.58 MI W FARMINGTON (Lat: 36.019192, Lng: -94.374028), Route carried "on" structure: County highway 62, Year Built: 1997, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,065 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 176 (year 2007), Design Load: HS 20, Features Intersected: Moores Creek-Wash Co., Facility Carried by Structure: Bethel Blacktop Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21975, Location: 6.58 MI W FARMINGTON (Lat: 36.019192, Lng: -94.374028), Route carried "on" structure: County highway 62, Year Built: 1997, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,065 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 176 (year 2007), Design Load: HS 20, Features Intersected: Moores Creek-Wash Co., Facility Carried by Structure: Bethel Blacktop Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22164, Location: JCT OF CR 80 & 62 (Lat: 36.022528, Lng: -94.363056), Route carried "on" structure: County highway 62, Year Built: 2000, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 278 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 141 (year 2020), Features Intersected: Muddy Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature 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: 22164, Location: JCT OF CR 80 & 62 (Lat: 36.022528, Lng: -94.363056), Route carried "on" structure: County highway 62, Year Built: 2000, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 278 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 141 (year 2020), Features Intersected: Muddy Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature 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: 22472, Location: 0.42 mi. N. SH 170 (Lat: 36.009036, Lng: -94.268142), Route carried "on" structure: City street 22330, Year Built: 2002, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 249 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2007), Features Intersected: Tanner Cr- Prairie Grove, Facility Carried by Structure: Giles Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22472, Location: 0.42 mi. N. SH 170 (Lat: 36.009036, Lng: -94.268142), Route carried "on" structure: City street 22330, Year Built: 2002, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 249 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2007), Features Intersected: Tanner Cr- Prairie Grove, Facility Carried by Structure: Giles Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 23167, Location: 3.26 Mi W Farmington (Lat: 36.024558, Lng: -94.321683), Route carried "on" structure: County highway 62, Year Built: 2008, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 2,065 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2038), Design Load: H 20, Features Intersected: Illinois River - Wash., Facility Carried by Structure: Bethel Blacktop Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.065, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23167, Location: 3.26 Mi W Farmington (Lat: 36.024558, Lng: -94.321683), Route carried "on" structure: County highway 62, Year Built: 2008, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 2,065 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2038), Design Load: H 20, Features Intersected: Illinois River - Wash., Facility Carried by Structure: Bethel Blacktop Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.065, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 23169, Location: 2.91 M W Farmington (Lat: 36.025389, Lng: -94.319556), Route carried "on" structure: County highway 62, Year Built: 2008, Status: Posted for load, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 2,065 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 357 (year 2007), Features Intersected: Illinois River Relief, Facility Carried by Structure: Bethal Blacktop Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.210, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23169, Location: 2.91 M W Farmington (Lat: 36.025389, Lng: -94.319556), Route carried "on" structure: County highway 62, Year Built: 2008, Status: Posted for load, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 2,065 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 357 (year 2007), Features Intersected: Illinois River Relief, Facility Carried by Structure: Bethal Blacktop Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.210, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 23579, Location: 0.5 miles SE of Hwy 62 (Lat: 35.984847, Lng: -94.290764), Route carried "on" structure: City street 8488, Year Built: 2012, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,109 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 28 (year 2032), Features Intersected: Biscuit Branch - Wash, Facility Carried by Structure: Cavalry St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 23579, Location: 0.5 miles SE of Hwy 62 (Lat: 35.984847, Lng: -94.290764), Route carried "on" structure: City street 8488, Year Built: 2012, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,109 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 28 (year 2032), Features Intersected: Biscuit Branch - Wash, Facility Carried by Structure: Cavalry St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Find on map >> Show street view
Structure Number: 23791, Location: 1 Mi W of Prairie Grove (Lat: 35.979917, Lng: -94.337456), Route carried "on" structure: County highway 64, Year Built: 2015, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 784 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 428 (year 2007), Design Load: HL 93, Features Intersected: Muddy Creek - Wash. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.360, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23791, Location: 1 Mi W of Prairie Grove (Lat: 35.979917, Lng: -94.337456), Route carried "on" structure: County highway 64, Year Built: 2015, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 784 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 428 (year 2007), Design Load: HL 93, Features Intersected: Muddy Creek - Wash. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.360, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 23912, Location: 0.52 Mi. E of Jct. US 62 (Lat: 35.978819, Lng: -94.289400), Route carried "on" structure: City street 44040, Year Built: 2016, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,308 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,890 (year 2031), Design Load: HL 93, Features Intersected: Biscuit Branch, Facility Carried by Structure: Illinois Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 23912, Location: 0.52 Mi. E of Jct. US 62 (Lat: 35.978819, Lng: -94.289400), Route carried "on" structure: City street 44040, Year Built: 2016, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,308 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,890 (year 2031), Design Load: HL 93, Features Intersected: Biscuit Branch, Facility Carried by Structure: Illinois Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: X0195, Location: 0.5 MI NO OF HOG EYE (Lat: 35.929769, Lng: -94.260900), Route carried "on" structure: State highway 265, Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,547 (year 2028), Design Load: H 20, Features Intersected: Hog Eye Creek-Washington
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.995, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: X0195, Location: 0.5 MI NO OF HOG EYE (Lat: 35.929769, Lng: -94.260900), Route carried "on" structure: State highway 265, Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,547 (year 2028), Design Load: H 20, Features Intersected: Hog Eye Creek-Washington
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.995, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Find on map >> Show street view
Structure Number: X1426, Location: 1.1 mi East of S Mock St (Lat: 35.964719, Lng: -94.300278), Route carried "on" structure: US 62, Year Built: 2012, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 8,644 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,660 (year 2030), Design Load: HS 20, Features Intersected: Ditch-Washington Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.333, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: X1426, Location: 1.1 mi East of S Mock St (Lat: 35.964719, Lng: -94.300278), Route carried "on" structure: US 62, Year Built: 2012, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 8,644 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,660 (year 2030), Design Load: HS 20, Features Intersected: Ditch-Washington Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.333, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: X1427, Location: 0.11 mi South of CR 22 (Lat: 35.969997, Lng: -94.296389), Route carried "on" structure: US 62, Year Built: 2012, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 8,644 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,660 (year 2030), Design Load: HS 20, Features Intersected: Ditch - Wash. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.074, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: X1427, Location: 0.11 mi South of CR 22 (Lat: 35.969997, Lng: -94.296389), Route carried "on" structure: US 62, Year Built: 2012, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 8,644 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,660 (year 2030), Design Load: HS 20, Features Intersected: Ditch - Wash. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.074, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: X1428, Location: 0.25 mi West of CR 9 (Lat: 35.963806, Lng: -94.322800), Route carried "on" structure: State highway 62, Year Built: 2012, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,644 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,660 (year 2030), Design Load: HS 20+Mod, Features Intersected: Ditch - Wash. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.289, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: X1428, Location: 0.25 mi West of CR 9 (Lat: 35.963806, Lng: -94.322800), Route carried "on" structure: State highway 62, Year Built: 2012, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,644 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 16,660 (year 2030), Design Load: HS 20+Mod, Features Intersected: Ditch - Wash. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.289, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
Find on map >> Show street view
Structure Number: X1458, Location: 0.7 Mi E Jct Hwy 62 (Lat: 36.000169, Lng: -94.275000), Route carried "on" structure: State highway 170, Year Built: 2014, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 870 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,200 (year 2034), Design Load: HL 93, Features Intersected: Branch Of Illinois River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: X1458, Location: 0.7 Mi E Jct Hwy 62 (Lat: 36.000169, Lng: -94.275000), Route carried "on" structure: State highway 170, Year Built: 2014, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 870 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,200 (year 2034), Design Load: HL 93, Features Intersected: Branch Of Illinois River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020