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


  • National Bridge Inventory (NBI) Statistics
  • 17Number of bridges
  • 203ft / 62.1mTotal length
  • $860,000Total costs
  • 32,595Total average daily traffic
  • 5,455Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Alma
  • No street view available for this location

New bridges in Alma, KS - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11920-1929
  • 31950-1959
  • 71960-1969
  • 11980-1989
  • 11990-1999
  • 32010-2019
Average Bridge Daily Traffic in Alma, KS
Average Bridge Truck Traffic in Alma, KS
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 21.4%Very good
  • 35.7%Good
  • 35.7%Satisfactory
  • 7.1%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 28.6%Very good
  • 50.0%Good
  • 7.1%Satisfactory
  • 7.1%Fair
  • 7.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 28.6%Very good
  • 28.6%Good
  • 28.6%Satisfactory
  • 14.3%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 38.5%Very good
  • 15.4%Good
  • 30.8%Satisfactory
  • 7.7%Fair
  • 7.7%Poor
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Structure Number: 99026,  Location: 1.0W 1.4N OF ALMA (Lat: 39.034572,  Lng: -96.313825),  Route carried "on" structure: County highway 680,  Year Built: 1998,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 145 (year 2013),  Average Future Daily Traffic: 174 (year 2041),  Design Load: HS 20,  Features Intersected: HENDRICKS CREEK
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 99027,  Location: 1.3W 1.7N OF ALMA (Lat: 39.039208,  Lng: -96.316597),  Route carried "on" structure: County highway 680,  Year Built: 1953,  Status: Posted for load,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 145 (year 2013),  Average Future Daily Traffic: 174 (year 2041),  Design Load: H 15,  Features Intersected: HENDRICKS CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 990321,  Location: 1.0N 0.8E OF ALMA (Lat: 39.035939,  Lng: -96.269189),  Route carried "on" structure: County highway 1013,  Year Built: 2016,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 465 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 558 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB MILL CREEK
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  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: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 99049,  Location: 3.1S 2.0E OF ALMA (Lat: 38.958700,  Lng: -96.252019),  Route carried "on" structure: County highway 1682,  Year Built: 1969,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 225 (year 2013),  Average Future Daily Traffic: 270 (year 2041),  Design Load: H 15,  Features Intersected: MILL CREEK
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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 990501,  Location: 1.2S 0.7E OF ALMA (Lat: 38.992219,  Lng: -96.271053),  Route carried "on" structure: County highway 1682,  Year Built: 2016,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 230 (year 2013),  Average Future Daily Traffic: 300 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB MILL CREEK
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 99051,  Location: 1.1S OF ALMA (Lat: 38.992792,  Lng: -96.279703),  Route carried "on" structure: County highway 1682,  Year Built: 1966,  Status: Posted for load,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 225 (year 2013),  Average Future Daily Traffic: 270 (year 2041),  Design Load: H 15,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 23.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 99058,  Location: 2.1W 1.8S OF ALMA (Lat: 38.989033,  Lng: -96.332589),  Route carried "on" structure: County highway 1755,  Year Built: 1959,  Status: Posted for load,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 575 (year 2013),  Average Future Daily Traffic: 690 (year 2041),  Design Load: H 15,  Features Intersected: LOIRE 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 continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 13.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  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: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 99059,  Location: 1.2W 1.3S OF ALMA (Lat: 38.996819,  Lng: -96.316853),  Route carried "on" structure: County highway 1755,  Year Built: 1959,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 575 (year 2013),  Average Future Daily Traffic: 690 (year 2041),  Design Load: H 15,  Features Intersected: TRIB MILL 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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 21.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 99093190434,  Location: 0.7N 0.2E OF ALMA (Lat: 39.029056,  Lng: -96.280778),  Route carried "on" structure: County highway ,  Year Built: 1900,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 33 (year 2013),  Average Future Daily Traffic: 39 (year 2041),  Features Intersected: HENDRICKS CREEK,  Facility Carried by Structure: LOCAL RD. 13
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 12.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: January 2021,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $560,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 990933604346,  Location: 1.1E OF ALMA (Lat: 39.021125,  Lng: -96.268333),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Posted for load,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 20 (year 2013),  Average Future Daily Traffic: 25 (year 2041),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: LOCAL RD. 14
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 990933804422,  Location: 3.2S 0.6E OF ALMA (Lat: 38.967592,  Lng: -96.266592),  Route carried "on" structure: County highway ,  Year Built: 1921,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 23 (year 2013),  Average Future Daily Traffic: 27 (year 2041),  Features Intersected: SOUTH BRANCH MILL CREEK,  Facility Carried by Structure: LOCAL RD. 38
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 45.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $300,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999907000990041,  Location: JCT K99/I70, WB (Lat: 39.065833,  Lng: -96.288889),  Route carried "on" structure: Interstate 70,  Year Built: 1962,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 9,692 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K99 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.827,  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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000990051,  Location: JCT K99/I70, EB (Lat: 39.065556,  Lng: -96.288889),  Route carried "on" structure: Interstate 70,  Year Built: 1962,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 9,692 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K99 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.827,  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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999909900990741,  Location: 1.65 MI NE 1ST ST(ALMA) (Lat: 39.030278,  Lng: -96.283056),  Route carried "on" structure: State highway 99,  Year Built: 1983,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 2,705 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,301 (year 2041),  Design Load: HS 20,  Features Intersected: HENDRICKS CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 47.077,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 15.25m (50.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999909900991091,  Location: 4.91 MI S OF I-70 (Lat: 39.001389,  Lng: -96.283333),  Route carried "on" structure: State highway 99,  Year Built: 2016,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 895 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,092 (year 2041),  Design Load: HL 93,  Features Intersected: W BRANCH MILL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 43.085,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  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,  Channel: Very good,  Operating Rating: 80.0 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: 61.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 28.50m (93.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999907000990041,  Location: JCT K99/I70, WB (Lat: 39.065833,  Lng: -96.288889),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 3,475 (year 2020),  Truck Traffic: 9%,  Features Intersected: K99 HWY,  Facility Carried by Structure: I70 HWY, WB
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 51.098,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 999907000990051,  Location: JCT K99/I70, EB (Lat: 39.065556,  Lng: -96.288889),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 3,475 (year 2020),  Truck Traffic: 9%,  Features Intersected: K99 HWY,  Facility Carried by Structure: I70 HWY, EB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 51.124,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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