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Bridge Statistics for Craig, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 249ft / 75.8mTotal length
  • $1,237,000Total costs
  • 85,213Total average daily traffic
  • 29,153Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Craig
  • No street view available for this location

New bridges in Craig, MO - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 21930-1939
  • 161970-1979
  • 11980-1989
  • 11990-1999
  • 22010-2019
Average Bridge Daily Traffic in Craig, MO
Average Bridge Truck Traffic in Craig, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 16.7%Very good
  • 25.0%Good
  • 16.7%Satisfactory
  • 33.3%Fair
  • 8.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Very good
  • 41.7%Good
  • 8.3%Satisfactory
  • 16.7%Fair
  • 8.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Very good
  • 16.7%Good
  • 50.0%Satisfactory
  • 8.3%Fair
  • 8.3%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 77.8%Satisfactory
  • 22.2%Fair
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Structure Number: 1332,  Location: S 30 T 63 N R 39 W (Lat: 40.233911,  Lng: -95.347639),  Route carried "on" structure: County highway 35,  Year Built: 1993,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 20 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 23 (year 2041),  Design Load: HS 20,  Features Intersected: LIT TARKIO CR,  Facility Carried by Structure: COUNTY RD 120
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1599,  Location: S 12 T 62 N R 40 W (Lat: 40.193942,  Lng: -95.360481),  Route carried "on" structure: Interstate 29,  Year Built: 1972,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 7,908 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,607 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 155.971,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16,  Location: S 18 T 62 N R 39 W (Lat: 40.186847,  Lng: -95.342372),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 60 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 78 (year 2041),  Design Load: H 15,  Features Intersected: IS 29,  Facility Carried by Structure: ELMWOOD RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.903,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1601,  Location: S 17 T 62 N R 39 W (Lat: 40.184506,  Lng: -95.331294),  Route carried "on" structure: Interstate 29,  Year Built: 1972,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 7,837 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 16,458 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LIT TARKIO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.905,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1602,  Location: S 17 T 62 N R 39 W (Lat: 40.184758,  Lng: -95.331389),  Route carried "on" structure: Interstate 29,  Year Built: 1972,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 7,908 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 16,607 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LIT TARKIO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.179,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1603,  Location: S 16 T 62 N R 39 W (Lat: 40.179622,  Lng: -95.313322),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 14 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 18 (year 2041),  Design Load: H 15,  Features Intersected: IS 29,  Facility Carried by Structure: GRAYSTONE RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.119,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17149,  Location: S 31 T 63 N R 39 W (Lat: 40.219222,  Lng: -95.347236),  Route carried "on" structure: County highway 144,  Year Built: 1981,  Status: Posted for load,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 20 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 23 (year 2041),  Features Intersected: LIT TARKIO CR,  Facility Carried by Structure: COUNTY RD 130
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17189,  Location: S 5 T 62 N R 39 W (Lat: 40.212036,  Lng: -95.332797),  Route carried "on" structure: County highway 145,  Year Built: 1920,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 10 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 12 (year 2041),  Features Intersected: BR OF LIT TARKIO C,  Facility Carried by Structure: FARMERS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 7.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: January 2022,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $240,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber
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Structure Number: 2358,  Location: S 33 T 63 N R 40 W (Lat: 40.229378,  Lng: -95.408272),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 60 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 78 (year 2041),  Design Load: H 15,  Features Intersected: IS 29,  Facility Carried by Structure: BEAGLE RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.085,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33616,  Location: S 7 T 62 N R 39 W (Lat: 40.195603,  Lng: -95.340156),  Route carried "on" structure: US 59,  Year Built: 2011,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 955 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,242 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE TARKIO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.506,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33745,  Location: S 23 T 62 N R 40 W (Lat: 40.163125,  Lng: -95.371469),  Route carried "on" structure: State highway 111,  Year Built: 2011,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 453 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 589 (year 2041),  Design Load: HS 20,  Features Intersected: OLD CHNL BIG TARKI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.101,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8969,  Location: S 11 T 62 N R 40 W (Lat: 40.190439,  Lng: -95.378211),  Route carried "on" structure: State highway 111,  Year Built: 1934,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 92 (year 2021),  Truck Traffic: 47%,  Average Future Daily Traffic: 120 (year 2041),  Design Load: H 10,  Features Intersected: OLD CHNL BIG TARKI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.757,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022
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Structure Number: 8992,  Location: S 9 T 62 N R 40 W (Lat: 40.190225,  Lng: -95.423669),  Route carried "on" structure: State highway 111,  Year Built: 1934,  Status: Posted for load,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 92 (year 2021),  Truck Traffic: 47%,  Average Future Daily Traffic: 120 (year 2041),  Design Load: H 10,  Features Intersected: TARKIO RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.861,  Lanes on structure: 2,  Owner: State 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: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 18.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.65m (2.13ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Bridge Improvement Cost: $664,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $997,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1596,  Location: S 2 T 62 N R 40 W (Lat: 40.207653,  Lng: -95.374433),  Route carried "under" structure: Interstate 29,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 6,348 (year 2021),  Truck Traffic: 34%,  Features Intersected: IS 29,  Facility Carried by Structure: US 59 S
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 49.240,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 1596,  Location: S 2 T 62 N R 40 W (Lat: 40.207653,  Lng: -95.374433),  Route carried "under" structure: Interstate 29,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 6,872 (year 2021),  Truck Traffic: 36%,  Features Intersected: IS 29,  Facility Carried by Structure: US 59 S
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 157.930,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 1598,  Location: S 12 T 62 N R 40 W (Lat: 40.193892,  Lng: -95.360919),  Route carried "under" structure: US 59,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,068 (year 2021),  Truck Traffic: 18%,  Features Intersected: US 59,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 46.734,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1599,  Location: S 12 T 62 N R 40 W (Lat: 40.193942,  Lng: -95.360481),  Route carried "under" structure: US 59,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 786 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 59,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 46.774,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 16,  Location: S 18 T 62 N R 39 W (Lat: 40.186847,  Lng: -95.342372),  Route carried "under" structure: Interstate 29,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,908 (year 2021),  Truck Traffic: 36%,  Features Intersected: IS 29,  Facility Carried by Structure: ELMWOOD RD S
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 154.203,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 16,  Location: S 18 T 62 N R 39 W (Lat: 40.186847,  Lng: -95.342372),  Route carried "under" structure: Interstate 29,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,837 (year 2021),  Truck Traffic: 34%,  Features Intersected: IS 29,  Facility Carried by Structure: ELMWOOD RD S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 52.986,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 1603,  Location: S 16 T 62 N R 39 W (Lat: 40.179622,  Lng: -95.313322),  Route carried "under" structure: Interstate 29,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,837 (year 2021),  Truck Traffic: 34%,  Features Intersected: IS 29,  Facility Carried by Structure: GRAYSTONE RD S
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 55.595,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 1603,  Location: S 16 T 62 N R 39 W (Lat: 40.179622,  Lng: -95.313322),  Route carried "under" structure: Interstate 29,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,908 (year 2021),  Truck Traffic: 36%,  Features Intersected: IS 29,  Facility Carried by Structure: GRAYSTONE RD S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 151.578,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 2358,  Location: S 33 T 63 N R 40 W (Lat: 40.229378,  Lng: -95.408272),  Route carried "under" structure: Interstate 29,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,348 (year 2021),  Truck Traffic: 34%,  Features Intersected: IS 29,  Facility Carried by Structure: BEAGLE RD S
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 45.458,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 2358,  Location: S 33 T 63 N R 40 W (Lat: 40.229378,  Lng: -95.408272),  Route carried "under" structure: Interstate 29,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,872 (year 2021),  Truck Traffic: 36%,  Features Intersected: IS 29,  Facility Carried by Structure: BEAGLE RD S
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 161.712,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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