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

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Structure Number: CHA301-00.15A,  Location: .2 MI NE OF US 285 (Lat: 38.767933,  Lng: -106.096675),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 259 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 346 (year 2038),  Design Load: HS 20,  Features Intersected: ARKANSAS RIVER,  Facility Carried by Structure: COUNTY ROAD 301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.214,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: CHA302-00.75,  Location: 0.75 MI SE OF SH 285 (Lat: 38.812467,  Lng: -106.077394),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 45 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Features Intersected: BIG SANDY DRAW,  Facility Carried by Structure: COUNTY ROAD 302
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.650,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I-12-AB,  Location: 0.05 MI NE OF JCT US 285 (Lat: 38.810217,  Lng: -106.113992),  Route carried "on" structure: US 24A,  Year Built: 2014,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,374 (year 2040),  Design Load: HL 93,  Features Intersected: UP RR,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.914,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 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: 44.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: I-12-B,  Location: 2.0 MI NE OF JCT US 285 (Lat: 38.816700,  Lng: -106.079639),  Route carried "on" structure: US 24A,  Year Built: 1938,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,643 (year 2040),  Design Load: H 20,  Features Intersected: BIG SANDY CREEK,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.091,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: I-12-T,  Location: JOHNSON VILLAGE (Lat: 38.813014,  Lng: -106.104658),  Route carried "on" structure: US 24A,  Year Built: 1937,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 8,300 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,624 (year 2040),  Design Load: HS 20,  Features Intersected: ARKANSAS RIVER,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.782,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature 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: I-12-V,  Location: 2.5 MI NE OF JCT US 285 (Lat: 38.819000,  Lng: -106.071558),  Route carried "on" structure: US 24A,  Year Built: 1938,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,643 (year 2040),  Design Load: H 15,  Features Intersected: DRAW,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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 2021

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Structure Number: I-12-W,  Location: 2.9 MI NE OF JCT US 285 (Lat: 38.820842,  Lng: -106.063575),  Route carried "on" structure: US 24A,  Year Built: 1938,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,643 (year 2040),  Design Load: H 15,  Features Intersected: DRAW,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.565,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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 2021

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Structure Number: I-12-X,  Location: 3.2 MI NE OF JCT US 285 (Lat: 38.822589,  Lng: -106.058961),  Route carried "on" structure: US 24A,  Year Built: 1938,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,643 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.011,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: I-12-Y,  Location: 3.6 MI NE OF JCT US 285 (Lat: 38.825369,  Lng: -106.054167),  Route carried "on" structure: US 24A,  Year Built: 1938,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,643 (year 2040),  Design Load: H 15,  Features Intersected: DRAW,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.533,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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 2021

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Structure Number: J-12-BA,  Location: _ (Lat: 38.780931,  Lng: -106.111400),  Route carried "on" structure: US 38,  Year Built: 2019,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,512 (year 2038),  Design Load: HL 93,  Features Intersected: WILDLIFE CROSSING,  Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.531,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Culverts: Very good,  Operating Rating: 47.3 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: 40.5 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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021