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

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Structure Number: DEL4010D16.1-65,  Location: .6 MI N OF SH 133 (Lat: 38.887139,  Lng: -107.594972),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 215 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 314 (year 2038),  Features Intersected: FIRE MOUNTAIN CANAL,  Facility Carried by Structure: COUNTY ROAD 4065
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.985,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DEL4110D-0.156A,  Location: .1 MI EAST OF OAK ST (Lat: 38.873972,  Lng: -107.589000),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 389 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 569 (year 2038),  Features Intersected: MINNESOTA CREEK,  Facility Carried by Structure: COUNTY ROAD 4110
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.089,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: DEL4175D-0.2-57,  Location: 1.6 MI NE OF PAONIA (Lat: 38.885667,  Lng: -107.581611),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 3.86m (12.66ft),  Average Daily Traffic: 315 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 460 (year 2038),  Features Intersected: NORTH FORK GUNNISON RVR,  Facility Carried by Structure: CR 4110
Minimum Vertical Clearance: 3.91m (12.83ft),  Kilometerpoint: 2.024,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $963,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,467,000 ( Estimate for 2019),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: DEL4175D16.1-62,  Location: .1 MI S OF SH 133 (Lat: 38.885000,  Lng: -107.586472),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 439 (year 2038),  Features Intersected: GRAVEL ROAD,  Facility Carried by Structure: COUNTY ROAD 4175
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.532,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: DELO.90-41.3-66,  Location: W ENTRANCE TO PAONIA (Lat: 38.869139,  Lng: -107.603722),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 4,082 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,959 (year 2038),  Design Load: HS 20,  Features Intersected: NORTH FORK GUNNISON RVR,  Facility Carried by Structure: COUNTY ROAD O.90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.673,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,241,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,365,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: DELO35D-0.6-22A,  Location: .6 MI NW OF SH 133 (Lat: 38.864611,  Lng: -107.631278),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 151 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 221 (year 2038),  Features Intersected: FIRE MOUNTAIN CANAL,  Facility Carried by Structure: STUCKER MESA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.475,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Good,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: DELP00R-0.1-67A,  Location: 1.1 MI NW OF SH 133 (Lat: 38.872056,  Lng: -107.626917),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 93 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 136 (year 2038),  Design Load: HS 20,  Features Intersected: FIRE MOUNTAIN CANAL,  Facility Carried by Structure: COUNTY ROAD P.00/
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: I-06-C,  Location: 0.4 MI S OF JCT SH 133 (Lat: 38.873889,  Lng: -107.597667),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 7.08m (23.23ft),  Average Daily Traffic: 2,073 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,026 (year 2038),  Design Load: H 20,  Features Intersected: NORTH FORK GUNNISON RVR,  Facility Carried by Structure: Grand Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I-06-M,  Location: ORIG 133 NEAR BOWIE (Lat: 38.917439,  Lng: -107.549542),  Route carried "on" structure: ServiceState highway 133B,  Year Built: 1937,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 10 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 17 (year 2040),  Design Load: H 15,  Features Intersected: HUBBARD CREEK,  Facility Carried by Structure: SH 133 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I-06-O,  Location: 3.5 MI. NE. OF PAONIA (Lat: 38.913131,  Lng: -107.550833),  Route carried "on" structure: State highway 133A,  Year Built: 1991,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,515 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR,  Facility Carried by Structure: SH 133 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.948,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  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: I-06-R,  Location: 2 MI SW OF PAONIA EXIT (Lat: 38.862122,  Lng: -107.621806),  Route carried "on" structure: State highway 133A,  Year Built: 1949,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,638 (year 2040),  Design Load: H 20,  Features Intersected: ROOTCAP CREEK,  Facility Carried by Structure: SH 133 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.307,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.9m (32.5ft)

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,  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,  Inspection Date: January 2021