Bridge Statistics for Kersey, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: C-18-FE,  Location: _ (Lat: 40.392756,  Lng: -104.635025),  Route carried "on" structure: US 34A,  Year Built: 2015,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,540 (year 2040),  Design Load: HL 93,  Features Intersected: FLOODPLAIN,  Facility Carried by Structure: US 34 ML
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 185.099,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.4 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: 32.4 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: Equal to present desirable 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,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C-19-AJ,  Location: 9 MI E OF JCT 34D[GREELEY (Lat: 40.359672,  Lng: -104.484272),  Route carried "on" structure: US 34A,  Year Built: 1999,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,520 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BOX ELDER CREEK,  Facility Carried by Structure: US 34 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 199.057,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.3 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,  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

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Structure Number: WEL045.5-054.5A,  Location: 0.2 Mi N of Co Rd 54.5 (Lat: 40.388500,  Lng: -104.630528),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 30 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 43 (year 2041),  Design Load: HS 20,  Features Intersected: Latham Ditch,  Facility Carried by Structure: County Road 45.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.404,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  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: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: WEL047.0-054.0A,  Location: 0.9 Mi N of Co Rd 54 (Lat: 40.389250,  Lng: -104.621056),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 969 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 1,376 (year 2041),  Design Load: HS 20,  Features Intersected: Latham Ditch,  Facility Carried by Structure: County Road 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.916,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WEL048.0_047.0A,  Location: 0.5 Mi E of Co Rd 47 (Lat: 40.334083,  Lng: -104.612556),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 173 (year 2021),  Truck Traffic: 45%,  Average Future Daily Traffic: 246 (year 2041),  Design Load: HS 20,  Features Intersected: Gilmore Ditch,  Facility Carried by Structure: County Road 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.909,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: WEL049.0_052.0A,  Location: 0.1 Mi N of Co Rd 52 (Lat: 40.363997,  Lng: -104.602122),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 13,645 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 19,376 (year 2040),  Features Intersected: Gilmore Ditch,  Facility Carried by Structure: County Road 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.434,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WEL049.0_054.0A,  Location: 100 Ft N of Co Rd 54 (Lat: 40.378333,  Lng: -104.601944),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 13,131 (year 2020),  Truck Traffic: 49%,  Average Future Daily Traffic: 18,646 (year 2040),  Design Load: HS 20,  Features Intersected: Latham Ditch,  Facility Carried by Structure: County Road 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.019,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 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: 32.4 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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WEL050.0-047.0A,  Location: 0.1 Mi E of Co Rd 47 (Lat: 40.348472,  Lng: -104.617778),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 110 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 156 (year 2041),  Design Load: HS 20,  Features Intersected: Gilmore Ditch,  Facility Carried by Structure: County Road 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.286,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 27.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: WEL050.0-051.0A,  Location: 0.5 Mi E of Co Rd 51 (Lat: 40.348500,  Lng: -104.574222),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,335 (year 2021),  Truck Traffic: 39%,  Average Future Daily Traffic: 1,896 (year 2041),  Features Intersected: Gilmore Annex Canal,  Facility Carried by Structure: County Road 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.986,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.1 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: Equal to present desirable 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: Bituminous

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Structure Number: WEL050.0-059.0A,  Location: 0.8 Mi E of Co Rd 59 (Lat: 40.348694,  Lng: -104.493111),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 534 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 758 (year 2041),  Design Load: HS 20,  Features Intersected: Box Elder Creek,  Facility Carried by Structure: County Road 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.881,  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: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL050.0_057.0A,  Location: 0.2 Mi E of Co Rd 57 (Lat: 40.348611,  Lng: -104.522306),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 446 (year 2021),  Truck Traffic: 57%,  Average Future Daily Traffic: 633 (year 2041),  Design Load: HS 20,  Features Intersected: Latham Ditch,  Facility Carried by Structure: County Road 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.398,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL051.0-054.2A,  Location: 0.95 Mi S of US Hwy 34 (Lat: 40.381361,  Lng: -104.583417),  Route carried "on" structure: County highway ,  Year Built: 1984,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 160 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 227 (year 2041),  Features Intersected: Latham Ditch,  Facility Carried by Structure: County Road 51
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.650,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: Equal to present desirable 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: Bituminous

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Structure Number: WEL052.0_043.0A,  Location: At Junct. CR 45 (Lat: 40.363417,  Lng: -104.639972),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 322 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 457 (year 2041),  Design Load: HS 20,  Features Intersected: Latham Inlet Ditch,  Facility Carried by Structure: County Road 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.648,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable 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,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: WEL053.0-042.0A,  Location: 0.7 Mi N of Co Rd 42 (Lat: 40.301417,  Lng: -104.565167),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 966 (year 2021),  Truck Traffic: 62%,  Average Future Daily Traffic: 1,372 (year 2041),  Design Load: HS 20,  Features Intersected: Gilmore Ditch,  Facility Carried by Structure: County Road 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.624,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 33.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL053.0-054.2A,  Location: 20 Ft N of Co Rd 54.25 (Lat: 40.384083,  Lng: -104.564361),  Route carried "on" structure: County highway ,  Year Built: 1992,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,231 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 7,428 (year 2041),  Design Load: HS 20,  Features Intersected: Latham Canal,  Facility Carried by Structure: County Road 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.596,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 39.9 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: 30.5 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 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,  Inspection Date: June 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL053.0_058.0A,  Location: 1.4 MI NO OF JCT US 34 (Lat: 40.410833,  Lng: -104.563611),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 21.42m (70.28ft),  Average Daily Traffic: 2,398 (year 2012),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,933 (year 2032),  Design Load: HL 93,  Features Intersected: South Platte River,  Facility Carried by Structure: County Road 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.987,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.9m (134.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.1 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: 33.0 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,250,000,  Roadway Improvement Cost: $325,000,  Total Project Cost: $3,575,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: WEL053.0_058.0B,  Location: 1.5 MI NO OF JCT US 34 (Lat: 40.413611,  Lng: -104.563056),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 2,398 (year 2012),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,933 (year 2032),  Design Load: HL 93,  Features Intersected: South Platte Rvr Ovrflw,  Facility Carried by Structure: County Road 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.302,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 96.9 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: 95.6 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: 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: June 2020

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Structure Number: WEL055.0-052.0A,  Location: 0.5 Mi N of Co Rd 52 (Lat: 40.369972,  Lng: -104.545167),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 283 (year 2021),  Truck Traffic: 40%,  Average Future Daily Traffic: 402 (year 2041),  Features Intersected: Latham Ditch,  Facility Carried by Structure: County Road 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.369,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 23.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: WEL056.0_059.0A,  Location: 1.4 Mi E of Co Rd 57 (Lat: 40.392000,  Lng: -104.490778),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 655 (year 2021),  Truck Traffic: 76%,  Average Future Daily Traffic: 930 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: County Road 56
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.438,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL057.0-052.0A,  Location: 0.4 Mi N of Co Rd 52 (Lat: 40.368278,  Lng: -104.526389),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 206 (year 2021),  Truck Traffic: 29%,  Average Future Daily Traffic: 293 (year 2041),  Features Intersected: Latham Ditch,  Facility Carried by Structure: County Road 57
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.179,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 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: Equal to present desirable 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: WEL059.0-050.0A,  Location: 0.6 Mi N of Co Rd 50 (Lat: 40.357389,  Lng: -104.507306),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 283 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 402 (year 2041),  Design Load: HS 20,  Features Intersected: Latham Ditch,  Facility Carried by Structure: County Road 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.212,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.3 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: 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: Febuary 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL059.0-060.5A,  Location: 0.4 Mi N of Co Rd 60.5 (Lat: 40.434167,  Lng: -104.507778),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1,344 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 1,908 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: County Road 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.877,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL061.0-054.0B,  Location: 1.6 Mi N of US Hwy 34 (Lat: 40.384000,  Lng: -104.488861),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 634 (year 2021),  Truck Traffic: 73%,  Average Future Daily Traffic: 900 (year 2041),  Design Load: HS 20,  Features Intersected: Diver. of S Platte River,  Facility Carried by Structure: County Road 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.985,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL061.0_054.0A,  Location: 1.2 Mi N of US Hwy 34 (Lat: 40.379167,  Lng: -104.488778),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 21.50m (70.54ft),  Average Daily Traffic: 767 (year 2021),  Truck Traffic: 54%,  Average Future Daily Traffic: 1,089 (year 2041),  Design Load: HS 20,  Features Intersected: South Platte River,  Facility Carried by Structure: County Road 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.447,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WEL062.0-057.0A,  Location: 0.8 Mi E of Co Rd 57 (Lat: 40.435556,  Lng: -104.512222),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 63 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 89 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: County Road 62
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.845,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel