Bridge Statistics for New Strawn, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2001,  Location: 7.0N 1.5E OF COLONY (Lat: 38.169561,  Lng: -95.345314),  Route carried "on" structure: County highway 11,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 125 (year 2014),  Truck Traffic: 30%,  Average Future Daily Traffic: 150 (year 2042),  Features Intersected: BRANCH OF CEDAR CREEK,  Facility Carried by Structure: 1000 RD J.4-10.0
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 9.015,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 12.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 16031,  Location: 1.0N 1.5E OF NEW STRAWN (Lat: 38.273908,  Lng: -95.711356),  Route carried "on" structure: County highway 153,  Year Built: 1977,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,525 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,030 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: 17TH. RD. #63
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.980,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16B29,  Location: 1.6N 0.8E of OTTUMWA (Lat: 38.303133,  Lng: -95.785278),  Route carried "on" structure: County highway 153,  Year Built: 2013,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 362 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 435 (year 2040),  Design Load: HL 93,  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: 19TH. RD. #74
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.1 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: 43.1 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: 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: April 2020,  Other Special Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16B3,  Location: 1.6N 0.8 E of OTTUMWA (Lat: 38.303069,  Lng: -95.770500),  Route carried "on" structure: County highway 153,  Year Built: 2013,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 362 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 435 (year 2040),  Design Load: HL 93,  Features Intersected: TRIB. TO HICKORY CREEK,  Facility Carried by Structure: 19TH. RD. #73
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.1 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: 43.1 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: 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: April 2020,  Other Special Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6704,  Location: 4.0W OF STARK (Lat: 37.687686,  Lng: -95.215267),  Route carried "on" structure: County highway 1149,  Year Built: 1954,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 89 (year 2013),  Average Future Daily Traffic: 107 (year 2040),  Features Intersected: TRIB. TO CANVILLE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 6903,  Location: 0.8W OF ALMENA (Lat: 39.888028,  Lng: -99.720939),  Route carried "on" structure: County highway 844,  Year Built: 1953,  Status: Posted for load,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 150 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2042),  Design Load: H 15,  Features Intersected: N. FORK PRAIRIE DOG CK.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  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: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $482,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6905,  Location: 8.0N 3.7E OF DENSMORE (Lat: 39.755833,  Lng: -99.670639),  Route carried "on" structure: County highway 1969,  Year Built: 1993,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 42 (year 2012),  Average Future Daily Traffic: 42 (year 2042),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 16099510534,  Location: 1.5E 3.0N OF NEW STRAWN (Lat: 38.303008,  Lng: -95.709042),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 30 (year 2013),  Average Future Daily Traffic: 36 (year 2040),  Design Load: H 20,  Features Intersected: TRIB. TO WOLF CREEK,  Facility Carried by Structure: 19TH. RD. 275
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: December 2021

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Structure Number: 16099540534,  Location: 7.4N 1.9E OF BURLINGTON (Lat: 38.303083,  Lng: -95.702858),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 20 (year 2013),  Average Future Daily Traffic: 25 (year 2040),  Features Intersected: TRIB. TO WOLF CREEK,  Facility Carried by Structure: 19TH. RD. 256
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 30.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: CEPSWTKSJOHNRED,  Location: 2 Mi S/O New Srawn (Lat: 38.242086,  Lng: -95.755692),  Route carried "on" structure: Bypass County highway ,  Year Built: 1964,  Status: Posted for load,  Structure Length: 20.48m (67.19ft),  Average Daily Traffic: 270 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 530 (year 2037),  Design Load: HS 20,  Features Intersected: J.REDMOND L NEOSHO SPLWY,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 26.6 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: 20.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 30.47m (99.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $348,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $407,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place