 |
 |
Bridge Statistics for Neosho, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Neosho, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 22 meters (72ft) Total costs: $1,146,000 Total average daily traffic: 73,177 Total average daily truck traffic: 7,312 Total future (year 2026) average daily traffic: 134,974 National Bridge Inventory (NBI) Registered Bridges for Neosho
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 10028, Location: S 19 T 25 N R 31 W (Lat: 36.865000, Lng: -94.356667), Route carried "on" structure: State highway 86, Year Built: 1914, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,316 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 8,632 (year 2027), Features Intersected: SPRING BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $12,000, Total Project Cost: $188,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 196, Location: S 25 T 25 N R 32 W (Lat: 36.870000, Lng: -94.381667), Route carried "on" structure: Business State highway 60, Year Built: 1957, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 13,918 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 25,748 (year 2027), Design Load: H 20, Features Intersected: DTCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.817, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.5 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006 Find on map >>
Structure Number: 21313, Location: S 19 T 25 N R 31 W (Lat: 36.873333, Lng: -94.361667), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 825 (year 2026), Design Load: H 10, Features Intersected: HICKORY CR, Facility Carried by Structure: E COLER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 10.0 metric tons, Inventory Rating: 6.0 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, 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, Inspection Date: January 2008, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21314, Location: S 19 T 25 N R 31 W (Lat: 36.871667, Lng: -94.358333), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 825 (year 2026), Design Load: HS 20, Features Intersected: HICKORY CR, Facility Carried by Structure: SPRING ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21315, Location: S 19 T 25 N R 31 W (Lat: 36.886667, Lng: -94.370000), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 700 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,155 (year 2026), Design Load: H 10, Features Intersected: BR OF HICKORY CR, Facility Carried by Structure: WASHINGTON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 21316, Location: S 29 T 26 N R 32 W (Lat: 36.938333, Lng: -94.456667), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 990 (year 2026), Features Intersected: BR OF HICKORY CR, Facility Carried by Structure: MORROW AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21317, Location: S 19 T 25 N R 32 W (Lat: 36.910000, Lng: -94.558333), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 825 (year 2026), Features Intersected: BR OF HICKORY CR, Facility Carried by Structure: SMITH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 29145, Location: S 20 T 25 N R 31 W (Lat: 36.865000, Lng: -94.353333), Route carried "on" structure: State highway 86, Year Built: 2001, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 4,802 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 7,923 (year 2027), Design Load: HS 20, Features Intersected: HICKORY CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed Find on map >>
Structure Number: 3993, Location: S 24 T 25 N R 32 W (Lat: 36.866667, Lng: -94.386667), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,678 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,768 (year 2027), Design Load: HS 20, Features Intersected: PAVED DTCH, Facility Carried by Structure: HILLCREST DR S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Excellent, Culverts: Good, Operating Rating: 58.5 metric tons, Inventory Rating: 32.4 metric tons, 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, Inspection Date: November 2006 Find on map >>
Structure Number: 3994, Location: S 24 T 25 N R 32 W (Lat: 36.866667, Lng: -94.385000), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,606 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,299 (year 2027), Design Load: HS 20, Features Intersected: PAVED DTCH, Facility Carried by Structure: FAIRGROUND RD S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006 Find on map >>
Structure Number: 4635, Location: S 24 T 25 N R 32 W (Lat: 36.868333, Lng: -94.383333), Route carried "on" structure: State highway 86, Year Built: 1900, Year Reconstructed: 1993, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 10,964 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 21,928 (year 2027), Features Intersected: W HIGH SCHOOL BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.431, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Inventory Rating: 18.9 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006 Find on map >>
Structure Number: 5456, Location: S 24 T 25 N R 32 W (Lat: 36.869769, Lng: -94.380008), Route carried "on" structure: State highway 86, Year Built: 1931, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,075 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 18,638 (year 2027), Design Load: H 15, Features Intersected: DRY BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.685, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5457, Location: S 24 T 25 N R 32 W (Lat: 36.875000, Lng: -94.373333), Route carried "on" structure: State highway 86, Year Built: 1931, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10,075 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 18,638 (year 2027), Design Load: H 15, Features Intersected: DRY BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $22,000, Total Project Cost: $337,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5458, Location: S 18 T 25 N R 31 W (Lat: 36.883333, Lng: -94.368333), Route carried "on" structure: Business State highway 60, Year Built: 1931, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 5,927 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 11,854 (year 2027), Design Load: H 15, Features Intersected: HICKORY CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.631, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $451,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5459, Location: S 8 T 25 N R 31 W (Lat: 36.896667, Lng: -94.350000), Route carried "on" structure: Business State highway 60, Year Built: 1930, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 6,016 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 9,926 (year 2027), Design Load: H 15, Features Intersected: SLOAN CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.151, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 49.5 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006 Discuss this city on our hugely popular Missouri forum Back to: Neosho, MO, Missouri, All US cities.
|
 |
