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Bridge Statistics for Pocahontas, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 29Number of bridges
  • 151ft / 46mTotal length
  • 16,015Total average daily traffic
  • 2,876Total average daily truck traffic
  • 16,015Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Pocahontas
  • No street view available for this location

New bridges in Pocahontas, IA - historical statistics
  • New bridges - historical statistics
  • 21910-1919
  • 21940-1949
  • 31950-1959
  • 41960-1969
  • 91970-1979
  • 51980-1989
  • 11990-1999
  • 12000-2009
  • 22010-2018
Reconstructed bridges in Pocahontas, IA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21970-1979
  • 01980-1989
  • 11990-1999
Average Bridge Daily Traffic in Pocahontas, IA
Average Bridge Truck Traffic in Pocahontas, IA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.5%Very good
  • 18.2%Good
  • 31.8%Satisfactory
  • 36.4%Fair
  • 4.5%Poor
  • 4.5%Failed
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 4.5%Very good
  • 22.7%Good
  • 45.5%Satisfactory
  • 22.7%Fair
  • 4.5%Failed
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.5%Very good
  • 27.3%Good
  • 18.2%Satisfactory
  • 18.2%Fair
  • 22.7%Poor
  • 4.5%Serious
  • 4.5%Failed
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 10.3%Very good
  • 48.3%Good
  • 41.4%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 28.6%Very good
  • 42.9%Good
  • 14.3%Satisfactory
  • 14.3%Fair
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Structure Number: 9591,  Location: 92323101 (Lat: 42.735367,  Lng: -94.663028),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 660 (year 2007),  Average Future Daily Traffic: 660 (year 2036),  Design Load: HS 20,  Features Intersected: LIZARD CREEK,  Facility Carried by Structure: 3RD AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.479,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum 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 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $5,000
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Structure Number: 9601,  Location: 000000000 (Lat: 42.737131,  Lng: -94.665083),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 510 (year 2011),  Average Future Daily Traffic: 510 (year 2036),  Design Load: HS 20,  Features Intersected: LIZARD CREEK DD#53,  Facility Carried by Structure: 4TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.206,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9605,  Location: 000000000 (Lat: 42.738922,  Lng: -94.668847),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 280 (year 2011),  Average Future Daily Traffic: 280 (year 2036),  Design Load: H 20,  Features Intersected: LIZARD CREEK,  Facility Carried by Structure: N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.552,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.53m (1.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 401,  Location: 0.3 mi W of IA 4 (Lat: 42.732592,  Lng: -94.685958),  Route carried "on" structure: State highway 3,  Year Built: 1949,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,140 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 2,140 (year 2036),  Design Load: H 20,  Features Intersected: BRANCH 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.329,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4011,  Location: 0.8 mi. E of IA 4 (Lat: 42.732619,  Lng: -94.661572),  Route carried "on" structure: State highway 3,  Year Built: 1968,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 3,060 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,060 (year 2037),  Design Load: HS 20,  Features Intersected: LIZARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.326,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 149.0m (488.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.1m (3.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 40121,  Location: 2.3 mi E of IA 4 (Lat: 42.732617,  Lng: -94.632942),  Route carried "on" structure: State highway 3,  Year Built: 1984,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,200 (year 2017),  Truck Traffic: 27%,  Average Future Daily Traffic: 2,200 (year 2036),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.668,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016
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Structure Number: 4021,  Location: 1.0 mi. N of Jct. IA #3 (Lat: 42.746972,  Lng: -94.678864),  Route carried "on" structure: State highway 4,  Year Built: 1968,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,070 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,070 (year 2036),  Design Load: HS 20,  Features Intersected: LIZARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.417,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016
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Structure Number: 40221,  Location: 2.7 mi S of jct IA 10 (Lat: 42.788194,  Lng: -94.679019),  Route carried "on" structure: State highway 4,  Year Built: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,000 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,000 (year 2037),  Design Load: HS 20,  Features Intersected: NORTH LIZARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.277,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017
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Structure Number: 278651,  Location: 091320504 (Lat: 42.724922,  Lng: -94.658764),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 170 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 170 (year 2036),  Design Load: H 20,  Features Intersected: LIZARD CK DD #53,  Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.352,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27866,  Location: 091320606 (Lat: 42.721767,  Lng: -94.668581),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 150 (year 2011),  Truck Traffic: 33%,  Average Future Daily Traffic: 150 (year 2036),  Design Load: H 20,  Features Intersected: BR LIZARD CK DD #53 BR#1,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.452,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 278681,  Location: 091320801 (Lat: 42.717558,  Lng: -94.640153),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 35 (year 2011),  Truck Traffic: 23%,  Average Future Daily Traffic: 35 (year 2037),  Design Load: H 20,  Features Intersected: LIZARD CREEK,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.084,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.78m (2.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 278691,  Location: 091320902 (Lat: 42.714797,  Lng: -94.638986),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 50 (year 2011),  Average Future Daily Traffic: 50 (year 2036),  Design Load: H 20,  Features Intersected: DD #53 LIZARD CK,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.213,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 3.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.78m (2.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 278701,  Location: 091321002 (Lat: 42.708978,  Lng: -94.619319),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 45 (year 2011),  Average Future Daily Traffic: 45 (year 2036),  Design Load: H 20,  Features Intersected: DD #53 LIZARD CK,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.938,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 278721,  Location: 091321402 (Lat: 42.696311,  Lng: -94.599556),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 25 (year 2015),  Average Future Daily Traffic: 25 (year 2036),  Design Load: H 20,  Features Intersected: LIZARD CK DD #53,  Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.958,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 278731,  Location: 091321501 (Lat: 42.703289,  Lng: -94.609067),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 10 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 10 (year 2037),  Design Load: HS 20,  Features Intersected: LIZARD CREEK DD #53,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.026,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27874,  Location: 091322101 (Lat: 42.688789,  Lng: -94.625119),  Route carried "on" structure: County highway ,  Year Built: 1942,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 25 (year 2015),  Average Future Daily Traffic: 25 (year 2036),  Design Load: H 15,  Features Intersected: LIZARD CK BR #7 DD#53,  Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.114,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 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 desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 278881,  Location: 091331601 (Lat: 42.703089,  Lng: -94.739725),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20 (year 2011),  Average Future Daily Traffic: 20 (year 2037),  Design Load: HS 20,  Features Intersected: S LIZARD CREEK DD 22,  Facility Carried by Structure: 540TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.325,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017
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Structure Number: 27891,  Location: 091332201 (Lat: 42.688897,  Lng: -94.728306),  Route carried "on" structure: County highway ,  Year Built: 1951,  Status: Posted for load,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 15 (year 2015),  Average Future Daily Traffic: 15 (year 2036),  Design Load: H 15,  Features Intersected: DD #22 SO LIZARD CK,  Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.659,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 2.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $17,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27893,  Location: 091332601 (Lat: 42.674372,  Lng: -94.710411),  Route carried "on" structure: County highway ,  Year Built: 1917,  Year Reconstructed: 1976,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 10 (year 2011),  Average Future Daily Traffic: 10 (year 2037),  Features Intersected: S LIZARD CREEK DD#22,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.176,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 21.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.1 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: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 279361,  Location: 092321502 (Lat: 42.783158,  Lng: -94.619558),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 300 (year 2015),  Average Future Daily Traffic: 300 (year 2035),  Design Load: HS 20,  Features Intersected: NO LIZARD CK DD #77,  Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.176,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2015,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 279371,  Location: 092321602 (Lat: 42.790181,  Lng: -94.639108),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 30 (year 2011),  Average Future Daily Traffic: 30 (year 2036),  Design Load: H 20,  Features Intersected: DD #77 NO LIZARD CK,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.585,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 279381,  Location: 092321702 (Lat: 42.786850,  Lng: -94.658733),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 60 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 60 (year 2036),  Design Load: H 20,  Features Intersected: NO LIZARD CK DD #77,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 279391,  Location: 092321801 (Lat: 42.790497,  Lng: -94.661769),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 10 (year 2011),  Average Future Daily Traffic: 10 (year 2037),  Design Load: H 20,  Features Intersected: N LIZARD CK,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.496,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 279401,  Location: 092322201 (Lat: 42.776069,  Lng: -94.613392),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 15 (year 2015),  Average Future Daily Traffic: 15 (year 2036),  Design Load: H 20,  Features Intersected: NO LIZARD CK DD #77,  Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.581,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 3.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27941,  Location: 092322302 (Lat: 42.769233,  Lng: -94.599958),  Route carried "on" structure: County highway ,  Year Built: 1914,  Year Reconstructed: 1978,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 10 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 10 (year 2037),  Features Intersected: N LIZARD CREEK,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.055,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 17.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 279601,  Location: 092332201 (Lat: 42.775953,  Lng: -94.725658),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 35 (year 2011),  Truck Traffic: 26%,  Average Future Daily Traffic: 35 (year 2037),  Design Load: HS 20,  Features Intersected: LIZARD CREEK,  Facility Carried by Structure: 490TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.398,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2017
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Structure Number: 27961,  Location: 092332302 (Lat: 42.772403,  Lng: -94.718208),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Closed,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 10 (year 2011),  Average Future Daily Traffic: 10 (year 2037),  Features Intersected: LIZARD CREEK,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.841,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Failed,  Superstructure: Failed,  Substructure: Failed,  Channel: Good,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 279621,  Location: 092332402 (Lat: 42.764919,  Lng: -94.698619),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 40 (year 2011),  Average Future Daily Traffic: 40 (year 2036),  Design Load: H 20,  Features Intersected: LIZARD CK DD #53,  Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.828,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.32m (1.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27963,  Location: 092332501 (Lat: 42.761456,  Lng: -94.689592),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 30 (year 2011),  Average Future Daily Traffic: 30 (year 2037),  Features Intersected: LIZARD CREEK,  Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.748,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 6.1 metric tons,  Method Used To Determine Operating 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: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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