![]() |
Bridge Statistics for Carthage, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Carthage, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 35 Total length: 213 meters (699ft) Total costs: $10,110,000 Total average daily traffic: 207,262 Total average daily truck traffic: 45,862 National Bridge Inventory (NBI) Registered Bridges for Carthage
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 14636, Location: S 5 T 28 N R 31 W (Lat: 37.178333, Lng: -94.345000), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 3,600 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 5,400 (year 2027), Features Intersected: TRIB OF SPRING RVR, ABAN, Facility Carried by Structure: OAK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $868,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,302,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 14639, Location: S 5 T 28 N R 31 W (Lat: 37.178333, Lng: -94.330000), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 600 (year 2027), Design Load: H 15, Features Intersected: DRAIN DTCH, Facility Carried by Structure: OLIVE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14642, Location: S 3 T 28 N R 31 W (Lat: 37.178333, Lng: -94.303333), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 600 (year 2027), Design Load: H 10, Features Intersected: TRIB OF SPRING RVR, Facility Carried by Structure: THIRD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $128,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14643, Location: S 33 T 29 N R 31 W (Lat: 37.186667, Lng: -94.310000), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 20 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2027), Design Load: H 20, Features Intersected: MILL RACE, Facility Carried by Structure: MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14644, Location: S 4 T 28 N R 31 W (Lat: 37.183333, Lng: -94.316667), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 800 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,200 (year 2027), Design Load: H 10, Features Intersected: MNA RR, Facility Carried by Structure: MACGREGOR ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Operating Rating: 16.2 metric tons, Inventory Rating: 8.1 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $36,000, Total Project Cost: $541,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14646, Location: S 4 T 28 N R 31 W (Lat: 37.178333, Lng: -94.316667), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,800 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 4,200 (year 2027), Features Intersected: MNA RR, Facility Carried by Structure: OAK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, 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: 0.24m (0.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $16,000, Total Project Cost: $252,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14651, Location: S 4 T 28 N R 31 W (Lat: 37.183333, Lng: -94.316667), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2027), Features Intersected: MNA RR, Facility Carried by Structure: WALNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, 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: 0.24m (0.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $9,000, Total Project Cost: $146,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14655, Location: S 4 T 28 N R 31 W (Lat: 37.183333, Lng: -94.316667), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2027), Features Intersected: MNA RR, Facility Carried by Structure: SYCAMORE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 5.0 metric tons, Inventory Rating: 2.0 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: June 2007, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $7,000, Total Project Cost: $114,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14659, Location: S 33 T 29 N R 31 W (Lat: 37.183333, Lng: -94.316667), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2027), Features Intersected: MNA RR, Facility Carried by Structure: HIGH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.56m (1.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $33,000, Total Project Cost: $505,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14663, Location: S 3 T 28 N R 31 W (Lat: 37.180000, Lng: -94.308333), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 4,800 (year 2027), Features Intersected: CITY DRAIN, Facility Carried by Structure: CENTRAL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $8,000, Total Project Cost: $121,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14665, Location: S 3 T 28 N R 31 W (Lat: 37.183333, Lng: -94.300000), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 4,800 (year 2027), Features Intersected: DRAIN DTCH, Facility Carried by Structure: RIVER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14666, Location: S 11 T 28 N R 31 W (Lat: 37.183333, Lng: -94.316667), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2027), Features Intersected: TRIB OF SPRING RVR, Facility Carried by Structure: THIRTEENTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14669, Location: S 33 T 29 N R 31 W (Lat: 37.186667, Lng: -94.313333), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 15.61m (51.21ft), Average Daily Traffic: 2,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 3,750 (year 2027), Design Load: H 15, Features Intersected: SPRING RVR, Facility Carried by Structure: GARRISON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,147,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,721,000 ( 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: 1467, Location: S 33 T 29 N R 31 W (Lat: 37.183333, Lng: -94.313333), Route carried "on" structure: City street , Year Built: 1928, Status: Posted for load, Structure Length: 18.75m (61.52ft), Average Daily Traffic: 2,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 3,750 (year 2027), Design Load: H 15, Features Intersected: MNA RR, SPRING RVR, Facility Carried by Structure: GARRISON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 9.0 metric tons, Inventory Rating: 5.0 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: 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: > 39.9% below), Length Of Structure Improvement: 1.94m (6.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,763,000, Roadway Improvement Cost: $176,000, Total Project Cost: $2,645,000 ( 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: 14671, Location: S 4 T 28 N R 31 W (Lat: 37.183333, Lng: -94.313333), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 15.06m (49.41ft), Average Daily Traffic: 2,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 3,750 (year 2027), Design Load: H 15, Features Intersected: CLAXTON ST, MNA RR, Facility Carried by Structure: GARRISON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.283, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $751,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,126,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2982, Location: S 5 T 28 N R 31 W (Lat: 37.176667, Lng: -94.335000), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 3,488 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 5,232 (year 2028), Design Load: HS 20, Features Intersected: US 71, Facility Carried by Structure: OAK ST E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.856, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2007, Other Special Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed Find on map >>
Structure Number: 2983, Location: S 8 T 28 N R 31 W (Lat: 37.168333, Lng: -94.335000), Route carried "on" structure: US 71, Year Built: 1983, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 9,564 (year 2006), Truck Traffic: 30%, Average Future Daily Traffic: 17,215 (year 2028), Design Load: HS 20+Mod, Features Intersected: CST ROBERT ELLIS YOUNG D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 419.566, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2984, Location: S 8 T 28 N R 31 W (Lat: 37.168333, Lng: -94.335000), Route carried "on" structure: US 71, Year Built: 1983, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 9,948 (year 2006), Truck Traffic: 30%, Average Future Daily Traffic: 17,906 (year 2028), Design Load: HS 20+Mod, Features Intersected: CST ROBERT ELLIS YOUNG D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.234, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2985, Location: S 8 T 28 N R 31 W (Lat: 37.153333, Lng: -94.331667), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 6,662 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 9,993 (year 2028), Design Load: H 20, Features Intersected: US 71, Facility Carried by Structure: FAIRVIEW RD E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.969, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 38.0 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2986, Location: S 16 T 28 N R 31 W (Lat: 37.150000, Lng: -94.326667), Route carried "on" structure: US 71, Year Built: 1983, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 9,562 (year 2006), Truck Traffic: 30%, Average Future Daily Traffic: 17,211 (year 2028), Design Load: HS 20+Mod, Features Intersected: MNA RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 421.774, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed Find on map >>
Structure Number: 2987, Location: S 16 T 28 N R 31 W (Lat: 37.150000, Lng: -94.326667), Route carried "on" structure: US 71, Year Built: 1983, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 9,950 (year 2006), Truck Traffic: 30%, Average Future Daily Traffic: 17,910 (year 2028), Design Load: HS 20+Mod, Features Intersected: MNA RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.031, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed Find on map >>
Structure Number: 4557, Location: S 34 T 29 N R 31 W (Lat: 37.188333, Lng: -94.295000), Route carried "on" structure: State highway 96, Year Built: 1953, Status: Open, Structure Length: 14.94m (49.02ft), Average Daily Traffic: 6,752 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 10,465 (year 2028), Design Load: H 20, Features Intersected: SPRING RVR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.444, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4673, Location: S 34 T 29 N R 31 W (Lat: 37.186667, Lng: -94.298333), Route carried "on" structure: State highway 96, Year Built: 1953, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 6,838 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 10,598 (year 2028), Design Load: H 20, Features Intersected: OVRFL SPRING RVR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.319, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $20,000, Total Project Cost: $306,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5803, Location: S 3 T 28 N R 31 W (Lat: 37.185000, Lng: -94.300000), Route carried "on" structure: State highway 96, Year Built: 1934, Year Reconstructed: 1953, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 6,838 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 12,308 (year 2028), Design Load: H 15, Features Intersected: CARTER BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.020, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: 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: October 2007 Find on map >>
Structure Number: 5807, Location: S 3 T 28 N R 31 W (Lat: 37.181667, Lng: -94.305000), Route carried "on" structure: State highway 96, Year Built: 1934, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 5,970 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 10,746 (year 2028), Design Load: H 15, Features Intersected: BNSF RR, MNA RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.791, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.05m (3.44ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $802,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,203,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6261, Location: S 34 T 29 N R 31 W (Lat: 37.190000, Lng: -94.293333), Route carried "on" structure: State highway 96, Year Built: 1935, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 6,752 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 10,465 (year 2028), Design Load: H 20, Features Intersected: SPRING RVR OVRFL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.866, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6264, Location: S 5 T 28 N R 31 W (Lat: 37.180000, Lng: -94.330000), Route carried "on" structure: US 71, Year Built: 1955, Year Reconstructed: 1974, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 15,554 (year 2006), Truck Traffic: 30%, Average Future Daily Traffic: 27,997 (year 2028), Design Load: HS 20, Features Intersected: DRY BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 417.271, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), 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: 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: October 2007 Find on map >>
Structure Number: 6268, Location: S 14 T 28 N R 33 W (Lat: 37.143333, Lng: -94.505000), Route carried "on" structure: State highway 171, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 17,230 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 31,014 (year 2028), Design Load: H 20, Features Intersected: DRY BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.670, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 22.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 2982, Location: S 5 T 28 N R 31 W (Lat: 37.176667, Lng: -94.335000), Route carried "under" structure: US 71, Year Built: 1983, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 9,564 (year 2006), Truck Traffic: 30%, Features Intersected: US 71, Facility Carried by Structure: OAK ST E Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 418.577, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 2982, Location: S 5 T 28 N R 31 W (Lat: 37.176667, Lng: -94.335000), Route carried "under" structure: US 71, Year Built: 1983, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 9,948 (year 2006), Truck Traffic: 30%, Features Intersected: US 71, Facility Carried by Structure: OAK ST E Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 92.251, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 2982, Location: S 5 T 28 N R 31 W (Lat: 37.176667, Lng: -94.335000), Route carried "under" structure: US 71, Year Built: 1983, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 7,910 (year 2006), Truck Traffic: 30%, Features Intersected: US 71, Facility Carried by Structure: OAK ST E Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 418.313, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 2983, Location: S 8 T 28 N R 31 W (Lat: 37.168333, Lng: -94.335000), Route carried "under" structure: City street , Year Built: 1983, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 11,000 (year 2007), Truck Traffic: 10%, Features Intersected: CST ROBERT ELLIS YOUNG D, Facility Carried by Structure: US 71 S Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.0m (45.9ft) Find on map >>
Structure Number: 2984, Location: S 8 T 28 N R 31 W (Lat: 37.168333, Lng: -94.335000), Route carried "under" structure: City street , Year Built: 1983, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 11,000 (year 2007), Truck Traffic: 10%, Features Intersected: CST ROBERT ELLIS YOUNG D, Facility Carried by Structure: US 71 N Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.027, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.0m (45.9ft) Find on map >>
Structure Number: 2985, Location: S 8 T 28 N R 31 W (Lat: 37.153333, Lng: -94.331667), Route carried "under" structure: US 71, Year Built: 1983, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 9,950 (year 2006), Truck Traffic: 30%, Features Intersected: US 71, Facility Carried by Structure: FAIRVIEW RD E Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 89.758, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 2985, Location: S 8 T 28 N R 31 W (Lat: 37.153333, Lng: -94.331667), Route carried "under" structure: US 71, Year Built: 1983, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 9,562 (year 2006), Truck Traffic: 30%, Features Intersected: US 71, Facility Carried by Structure: FAIRVIEW RD E Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 421.071, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Discuss this city on our hugely popular Missouri forum Back to: Carthage, MO, Missouri, All US cities.
|
![]() |