Bridge Statistics for Linn Valley, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 540038,  Location: 1.0N 1.5E OF LA CYGNES (Lat: 38.375033,  Lng: -94.731894),  Route carried "on" structure: County highway 1425,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 57 (year 2006),  Average Future Daily Traffic: 225 (year 2037),  Design Load: H 15,  Features Intersected: MIDDLE CREEK
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 61057,  Location: 2.0W OF JINGO (Lat: 38.404578,  Lng: -94.733072),  Route carried "on" structure: County highway 1425,  Year Built: 1983,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 115 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 169 (year 2041),  Design Load: H 20,  Features Intersected: TRIB. MARAIS DES CYGNES,  Facility Carried by Structure: NEW LANCASTER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61058,  Location: 9.1S 7.8E OF PAOLA (Lat: 38.440914,  Lng: -94.732783),  Route carried "on" structure: County highway 1425,  Year Built: 1910,  Year Reconstructed: 1930,  Status: Posted for load,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 105 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 223 (year 2041),  Features Intersected: STREAM,  Facility Carried by Structure: NEW LANCASTER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.765,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 541107005267,  Location: 4.0E 0.3N OF LA CYGNE (Lat: 38.351172,  Lng: -94.678106),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 25 (year 2006),  Average Future Daily Traffic: 50 (year 2037),  Features Intersected: TRIB. TO SUGAR CREEK,  Facility Carried by Structure: LOCAL RD. 9
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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: January 2022

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Structure Number: 611101505145,  Location: 1.4S 0.5E NEW LANCASTER (Lat: 38.440067,  Lng: -94.723003),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 65 (year 2011),  Average Future Daily Traffic: 54 (year 2041),  Features Intersected: TRIB. TO MIDDLE CREEK,  Facility Carried by Structure: 379th Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 61110530516,  Location: 2.0S 2.3E NEW LANCASTER (Lat: 38.432764,  Lng: -94.689439),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 28 (year 2011),  Average Future Daily Traffic: 49 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. TO ELM CREEK,  Facility Carried by Structure: 383rd ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $36,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61110560516,  Location: 2.0N 0.6E OF JINGO (Lat: 38.432686,  Lng: -94.684453),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 28 (year 2011),  Average Future Daily Traffic: 49 (year 2041),  Design Load: HL 93,  Features Intersected: ELM CREEK,  Facility Carried by Structure: 383rd ST
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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.4 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: 43.4 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: Better than 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 611109005187,  Location: 12.0E 11.5S OF PAOLA (Lat: 38.408183,  Lng: -94.659842),  Route carried "on" structure: County highway 6113,  Year Built: 1971,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 66 (year 2011),  Average Future Daily Traffic: 67 (year 2041),  Features Intersected: ELM CREEK,  Facility Carried by Structure: Rockville RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6111094052,  Location: 4.4E 4.0S NEW LANCASTER (Lat: 38.402133,  Lng: -94.653033),  Route carried "on" structure: County highway 6104,  Year Built: 1962,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 95 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 146 (year 2041),  Features Intersected: LA CYGNE LAKE,  Facility Carried by Structure: 399th ST
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),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Channel: Poor,  Operating Rating: 11.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $900,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $120,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 999906900540091,  Location: AT US-69 & K-152JCT (Lat: 38.345000,  Lng: -94.682500),  Route carried "on" structure: US 69,  Year Built: 1964,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 3,108 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 5,093 (year 2041),  Design Load: HS 20,  Features Intersected: K152 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 35.874,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.32m (46.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999906900540481,  Location: AT K-152/U-69 JCT (Lat: 38.345000,  Lng: -94.682778),  Route carried "on" structure: US 69,  Year Built: 2005,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 3,108 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 4,710 (year 2041),  Design Load: HL 93,  Features Intersected: K-152 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 35.874,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.2 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: 86.5 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: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.26m (46.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906900540491,  Location: 2.1 MI N K-152/U-69 JCT (Lat: 38.374167,  Lng: -94.687222),  Route carried "on" structure: US 69,  Year Built: 2005,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 3,799 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,225 (year 2041),  Design Load: HL 93,  Features Intersected: EAST 2400 ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 39.176,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.8 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: 37.6 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.88m (61.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906900540501,  Location: 2.1 MI N K-152/U-69 JCT (Lat: 38.374444,  Lng: -94.687500),  Route carried "on" structure: US 69,  Year Built: 2008,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 3,799 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,225 (year 2041),  Design Load: HL 93,  Features Intersected: EAST 2400 ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 39.176,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.8 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: 37.6 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.88m (61.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906900611121,  Location: .98 Miles N of SCOLN (Lat: 38.403056,  Lng: -94.687778),  Route carried "on" structure: County highway 1022,  Year Built: 2004,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 34 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,833 (year 2041),  Design Load: HL 93,  Features Intersected: NB & SB US69 HWY,  Facility Carried by Structure: 399TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.954,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.6 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: 37.6 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 29.51m (96.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906900611141,  Location: 3.02 MI N SCOLN (Lat: 38.432500,  Lng: -94.686944),  Route carried "on" structure: US 69,  Year Built: 2004,  Status: Open,  Structure Length: 6.01m (19.72ft),  Average Daily Traffic: 4,057 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,648 (year 2041),  Design Load: HL 93,  Features Intersected: 383RD STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.857,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 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: 37.6 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.73m (64.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906900611151,  Location: 3.02 MI N SCOLN (Lat: 38.432500,  Lng: -94.686667),  Route carried "on" structure: US 69,  Year Built: 2005,  Status: Open,  Structure Length: 6.01m (19.72ft),  Average Daily Traffic: 4,057 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,648 (year 2041),  Design Load: HL 93,  Features Intersected: 383RD STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.855,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.2 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: 36.0 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,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.73m (64.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906900611121,  Location: .98 Miles N of SCOLN (Lat: 38.403056,  Lng: -94.687778),  Route carried "under" structure: County highway 1022,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 4,057 (year 2020),  Truck Traffic: 19%,  Features Intersected: NB & SB US69 HWY,  Facility Carried by Structure: 399TH ST
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 3.938,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)