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

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Structure Number: 85000703.1021A,  Location: JUST W OF SH 550 (Lat: 38.400367,  Lng: -107.838600),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 122 (year 2017),  Average Future Daily Traffic: 196 (year 2037),  Design Load: HS 20,  Features Intersected: MONTROSE AND DELTA CANAL,  Facility Carried by Structure: COUNTY ROAD 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.200,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85002200.4053A,  Location: 4.8 MI NW OF MONTROSE (Lat: 38.533150,  Lng: -107.933217),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 578 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 931 (year 2038),  Design Load: HS 20,  Features Intersected: SELIG CANAL,  Facility Carried by Structure: JAY JAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.587,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85003001.4054A,  Location: 6 MI NW OF MONTROSE (Lat: 38.532883,  Lng: -107.963092),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 1,645 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,648 (year 2038),  Design Load: HS 20,  Features Intersected: UNCOMPAHGRE RIVER,  Facility Carried by Structure: JAY JAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  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: 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: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85003001.5055A,  Location: 6.1 MI NW OF MONTROSE (Lat: 38.533500,  Lng: -107.965056),  Route carried "on" structure: County highway ,  Year Built: 1923,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 2,346 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,778 (year 2038),  Features Intersected: SPRING CREEK,  Facility Carried by Structure: JAY JAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.216,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85003200.4048A,  Location: .5 MI W OF SH 50 (Lat: 38.503733,  Lng: -107.911628),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 3,608 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,808 (year 2038),  Features Intersected: UNCOMPAHGRE RIVER,  Facility Carried by Structure: LA SALLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.491,  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: 21.1m (69.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85003602.4040A,  Location: .5 MI E OF CR 60.00 (Lat: 38.460225,  Lng: -107.957378),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 403 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 648 (year 2038),  Features Intersected: MONTROSE AND DELTA CANAL,  Facility Carried by Structure: OAK GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.867,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85004301.20044,  Location: 1.2 MI SE OF SH 90 (Lat: 38.439389,  Lng: -107.909492),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 706 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,137 (year 2037),  Features Intersected: MONTROSE AND DELTA CANAL,  Facility Carried by Structure: COUNTY ROAD 6300
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.754,  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: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 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: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85004401.30043,  Location: 1.1 MI S OF SH 90 (Lat: 38.441094,  Lng: -107.918794),  Route carried "on" structure: County highway ,  Year Built: 1925,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 633 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,019 (year 2037),  Features Intersected: MONTROSE AND DELTA CANAL,  Facility Carried by Structure: COUNTY ROAD 6250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.123,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85006700.4020A,  Location: 0.25 M E OF SH 550 (Lat: 38.391950,  Lng: -107.823867),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 246 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 396 (year 2037),  Features Intersected: UNCOMPAHGRE RIVER,  Facility Carried by Structure: TROUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.666,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85006805.8019A,  Location: AT CANAL ROAD (Lat: 38.410886,  Lng: -107.794908),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 195 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 315 (year 2037),  Features Intersected: SOUTH CANAL,  Facility Carried by Structure: KINIKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.774,  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: 19.0m (62.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.2 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85034B00.40047,  Location: .4 MI W OF CR 61 (Lat: 38.489244,  Lng: -107.956431),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 354 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 570 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: MAPLE GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.030,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2021

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Structure Number: 85035B00.6041A,  Location: .5 MI S OF OAK GROVE (Lat: 38.451261,  Lng: -107.946658),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 194 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 313 (year 2038),  Features Intersected: MONTROSE AND DELTA CANAL,  Facility Carried by Structure: COUNTY ROAD 6100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: 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: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 8503701.30049A,  Location: .4 MI N OF FLAT TOP RD (Lat: 38.532578,  Lng: -107.868400),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 69 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 112 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LOUTSENHIZER CANAL,  Facility Carried by Structure: COUNTY ROAD 6530
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.913,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85041A01.6024A,  Location: 1.8 W OF US 550 (Lat: 38.411222,  Lng: -107.873353),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 124 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 200 (year 2037),  Features Intersected: MONTROSE AND DELTA CANAL,  Facility Carried by Structure: COUNTY ROAD 6500
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.159,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85041A02.6046A,  Location: 2 MI W OF US 550 (Lat: 38.421142,  Lng: -107.890633),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 283 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 455 (year 2037),  Features Intersected: MONTROSE AND DELTA CANAL,  Facility Carried by Structure: CR 6400/RANGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.650,  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: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85041A02.90045,  Location: 2 MI OF US 550 (Lat: 38.425800,  Lng: -107.891303),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Posted for load-capacity,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 287 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 462 (year 2037),  Features Intersected: HAPPY CANYON CREEK,  Facility Carried by Structure: COUNTY ROAD 6400
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.333,  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: 6.8m (22.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 13.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $845,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $929,000 ( Estimate for 2019),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85041B00.3023A,  Location: 4.2 MI SE OF MONTROSE (Lat: 38.422875,  Lng: -107.853589),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 323 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 521 (year 2037),  Design Load: HS 20,  Features Intersected: UNCOMPAHGRE RIVER,  Facility Carried by Structure: WOODGATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.470,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 85056B01.2042A,  Location: .9 MI SE OF SH 90 (Lat: 38.425428,  Lng: -107.934200),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 223 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 358 (year 2037),  Features Intersected: SPRING CREEK,  Facility Carried by Structure: POPULAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.954,  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: 8.7m (28.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 85062B00.8022A,  Location: 1 M W OF US 550 (Lat: 38.406597,  Lng: -107.858942),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 482 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 776 (year 2037),  Design Load: HS 20,  Features Intersected: MONTROSE AND DELTA CANAL,  Facility Carried by Structure: SOLAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.270,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85070B00.40018,  Location: 0.3 MI E OF US550 (Lat: 38.377875,  Lng: -107.810442),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 402 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 647 (year 2037),  Features Intersected: UNCOMPAHGRE RIVER,  Facility Carried by Structure: CTY RD UNCOMPAHGRE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.711,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 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: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85653010.90092,  Location: .2 MI N OF SAN JUAN (Lat: 38.490806,  Lng: -107.871028),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 4,604 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,412 (year 2038),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: COUNTY ROAD 6530
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.182,  Lanes on structure: 2,  Owner: City or Municipal 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: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,010,000,  Roadway Improvement Cost: $201,000,  Total Project Cost: $2,211,000 ( Estimate for 2019),  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: K-05-A,  Location: 0.5 MI WEST OF MONTROSE (Lat: 38.474881,  Lng: -107.885914),  Route carried "on" structure: State highway 90B,  Year Built: 1969,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,240 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UNCOMPAHGRE RIVER,  Facility Carried by Structure: SH 90 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.566,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 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 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: 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: K-05-AU,  Location: 4.9 MI WEST OF MONTROSE (Lat: 38.443517,  Lng: -107.928508),  Route carried "on" structure: State highway 90B,  Year Built: 1999,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 393 (year 2040),  Design Load: HS 20,  Features Intersected: Montrose & Delta Canal,  Facility Carried by Structure: SH 90 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.378,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 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: K-05-BP,  Location: S EDGE OF MONTROSE (Lat: 38.436383,  Lng: -107.866467),  Route carried "on" structure: US 550B,  Year Built: 1976,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,190 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNCOMPAHGRE RIVER,  Facility Carried by Structure: US 550 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.935,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: K-05-BQ,  Location: 1.7 MI S OF MONTROSE (Lat: 38.436497,  Lng: -107.866742),  Route carried "on" structure: US 550B,  Year Built: 2002,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,190 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UNCOMPAGRE RIVER,  Facility Carried by Structure: US 550 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.948,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.7 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: 35.3 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: 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: March 2020,  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: K-05-BT,  Location: 4.5 MI S OF MONTROSE (Lat: 38.400328,  Lng: -107.838136),  Route carried "on" structure: US 550B,  Year Built: 1992,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,090 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MONTROSE+DELTA CANAL,  Facility Carried by Structure: US 550 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.184,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: K-05-BV,  Location: 7.5 MI NO OF OURAY-MONTRO (Lat: 38.422758,  Lng: -107.857650),  Route carried "on" structure: US 550B,  Year Built: 1994,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,990 (year 2040),  Features Intersected: HORSEFLY CREEK,  Facility Carried by Structure: US 550 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.202,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  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: March 2020

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Structure Number: K-05-H,  Location: 4.3 MI EAST OF MONTROSE (Lat: 38.488553,  Lng: -107.805389),  Route carried "on" structure: US 50A,  Year Built: 1959,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,300 (year 2040),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.371,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: 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: K-05-I,  Location: 3 MI EAST OF MONTROSE (Lat: 38.488656,  Lng: -107.824506),  Route carried "on" structure: US 50A,  Year Built: 1958,  Status: Open,  Structure Length: 2.84m (9.32ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,300 (year 2040),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.702,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: K-05-L,  Location: IN MONTROSE (Lat: 38.486303,  Lng: -107.866536),  Route carried "on" structure: US 50A,  Year Built: 1958,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,120 (year 2040),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.979,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 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 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: K-05-N,  Location: S. side of Montrose (Lat: 38.453478,  Lng: -107.866403),  Route carried "on" structure: US 550B,  Year Built: 1936,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,750 (year 2040),  Design Load: HS 20,  Features Intersected: CEDAR WASH,  Facility Carried by Structure: US 550 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.837,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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

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Structure Number: MONTROSE-2,  Location: 0.4 MI NE of SAN JUAN (Lat: 38.495750,  Lng: -107.884944),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,827 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 2,941 (year 2038),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: N MESA RD (6450RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.638,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.1 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: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: MONTROSE-3,  Location: 0.1 MI S OF E NIAGARA RD. (Lat: 38.465806,  Lng: -107.857028),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 448 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 722 (year 2038),  Design Load: HS 20,  Features Intersected: MONTROSE ARROYO,  Facility Carried by Structure: HILLCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.9 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: 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: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: MONTROSE-4,  Location: .30 MI E. OF HILLCREST DR (Lat: 38.481722,  Lng: -107.851472),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,379 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,220 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: LOUTSENHIZER CANAL,  Facility Carried by Structure: MIAMI RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.024,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: MONTROSE-5,  Location: 0.1 Mi E of Hwy 550 (Lat: 38.439939,  Lng: -107.864056),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 323 (year 2017),  Average Future Daily Traffic: 521 (year 2037),  Features Intersected: Loutsenhizer Canal,  Facility Carried by Structure: Otter Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.340,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to 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: November 2021