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

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Structure Number: HU302-SO1-S160A,  Location: 0.1 MI SOUTH OF US160 (Lat: 37.616558,  Lng: -104.796178),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 101 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 145 (year 2038),  Features Intersected: CUCHARAS RIVER,  Facility Carried by Structure: CR 340/BEAR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.996,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: January 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: HU330-SO3-S160A,  Location: 0.1 MI S OF I-25 Business (Lat: 37.613939,  Lng: -104.773892),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 216 (year 2038),  Design Load: HS 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: COUNTY ROAD 330
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.767,  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: 23.1m (75.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: January 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: HU598-S0.4-S69A,  Location: .5 MI SOUTH OF SH 69 (Lat: 37.642267,  Lng: -104.817939),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 160 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 230 (year 2038),  Features Intersected: PICTOU ARROYO,  Facility Carried by Structure: COUNTY ROAD 598
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.475,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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: Better than present minimum 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: N-17-A,  Location: 3.9 MI NW OF JCT I 25 (Lat: 37.675900,  Lng: -104.844000),  Route carried "on" structure: State highway 69A,  Year Built: 1940,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 890 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,210 (year 2040),  Design Load: H 15,  Features Intersected: MISSOURI CREEK,  Facility Carried by Structure: SH 69 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.181,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 4,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: Febuary 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N-17-AC,  Location: 1.1 MI N WALSENBURG BUS R (Lat: 37.631567,  Lng: -104.768033),  Route carried "on" structure: Interstate 25A,  Year Built: 1963,  Status: Open,  Structure Length: 12.88m (42.26ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,650 (year 2040),  Design Load: HS 20,  Features Intersected: US 160,SH 10, RR SPUR,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.556,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N-17-AD,  Location: 1.15 MI N WALSENBURG BUS (Lat: 37.631433,  Lng: -104.768275),  Route carried "on" structure: Interstate 25A,  Year Built: 1963,  Status: Open,  Structure Length: 12.90m (42.32ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,650 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 160, SH 10, RR SPUR,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.552,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.9m (65.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.90m (42.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,896,000,  Roadway Improvement Cost: $490,000,  Total Project Cost: $7,343,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N-17-AE,  Location: SO CONNECT OF WALSENBURG (Lat: 37.617647,  Lng: -104.759839),  Route carried "on" structure: Business State highway 25C,  Year Built: 1963,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,212 (year 2040),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: I 25 BUS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N-17-B,  Location: 3.2 MI N OF SH10-WLSNBRG. (Lat: 37.683883,  Lng: -104.806631),  Route carried "on" structure: Interstate 25A,  Year Built: 1967,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,255 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MISSOURI CREEK,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.394,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N-17-BG,  Location: 1.7 MI NO OF SH10-WLSNBRG (Lat: 37.650578,  Lng: -104.785825),  Route carried "on" structure: Interstate 25A,  Year Built: 1963,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 4,650 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,603 (year 2040),  Design Load: HS 20,  Features Intersected: SULL CREEK,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.208,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 40.9 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $340,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N-17-BH,  Location: 1.7 MI N OF SH10-WLSNBRG. (Lat: 37.650431,  Lng: -104.786039),  Route carried "on" structure: Interstate 25A,  Year Built: 1963,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 4,650 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,603 (year 2040),  Design Load: HS 20,  Features Intersected: SULL CREEK,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.208,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,078,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $3,117,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N-17-BJ,  Location: 2.2 MI NO OF JCT US 160 (Lat: 37.657022,  Lng: -104.793467),  Route carried "on" structure: Business State highway 25C,  Year Built: 1963,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,480 (year 2040),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: I 25 BUS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.354,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $399,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $598,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N-17-BK,  Location: 0.8 MI NO OF JCT BUS RT (Lat: 37.627833,  Lng: -104.765653),  Route carried "on" structure: Interstate 25A,  Year Built: 1963,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,650 (year 2040),  Design Load: HS 20,  Features Intersected: CUCHARAS RIVER,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.091,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $338,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N-17-BL,  Location: 0.3 MI S OF SH10-WLSNBRG. (Lat: 37.627728,  Lng: -104.765911),  Route carried "on" structure: Interstate 25A,  Year Built: 1963,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,650 (year 2040),  Design Load: HS 20,  Features Intersected: CUCHARAS RIVER,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.091,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,067,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $3,101,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N-17-BM,  Location: 0.5 MI N OF JCT BUS RT (Lat: 37.625903,  Lng: -104.764425),  Route carried "on" structure: Interstate 25A,  Year Built: 1963,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,650 (year 2040),  Design Load: HS 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.851,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $228,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $342,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N-17-BO,  Location: 0.4 MI S OF SH10-WLSNBRG (Lat: 37.625872,  Lng: -104.764789),  Route carried "on" structure: Interstate 25A,  Year Built: 1963,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,650 (year 2040),  Design Load: HS 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.836,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,089,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $3,133,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N-17-BQ,  Location: 2 MI W OF WALSENBURG (Lat: 37.610297,  Lng: -104.811392),  Route carried "on" structure: US 160A,  Year Built: 1990,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 6,300 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,056 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR,  Facility Carried by Structure: US 160 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 486.490,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  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: N-17-BU,  Location: 4.2 MI N OF SH10-WLSNBRG. (Lat: 37.683931,  Lng: -104.806319),  Route carried "on" structure: Interstate 25A,  Year Built: 2011,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,255 (year 2040),  Design Load: HL 93,  Features Intersected: MISSOURI CREEK,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.391,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 58.3 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: 45.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $574,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $861,000

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Structure Number: N-17-BV,  Location: 2 MILES NORTH OF JCT US 1 (Lat: 37.650600,  Lng: -104.791500),  Route carried "on" structure: Business State highway 25C,  Year Built: 2014,  Status: Open,  Structure Length: 2.52m (8.27ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,661 (year 2040),  Design Load: HL 93,  Features Intersected: SULL CREEK,  Facility Carried by Structure: I 25 BUS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.594,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 24.4m (80.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $812,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,217,000,  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: N-17-D,  Location: IN WALSENBURG (Lat: 37.618608,  Lng: -104.777686),  Route carried "on" structure: Business State highway 25C,  Year Built: 1933,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,160 (year 2040),  Design Load: H 15,  Features Intersected: CUCHARAS RIVER,  Facility Carried by Structure: I 25 BUS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.733,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.1 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: 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,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $371,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N-17-F,  Location: 3 MI NW OF JCT I 25 (Lat: 37.665822,  Lng: -104.833953),  Route carried "on" structure: State highway 69A,  Year Built: 1940,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 890 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,210 (year 2040),  Design Load: H 15,  Features Intersected: MAITLAND ARROYO,  Facility Carried by Structure: SH 69 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.754,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: Febuary 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N-17-L,  Location: 0.5 MI NO OF JCT I 25 ML (Lat: 37.618167,  Lng: -104.768639),  Route carried "on" structure: Business State highway 25C,  Year Built: 1933,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,957 (year 2040),  Design Load: H 15,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: I 25 BUS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.912,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 31.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.6 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N-17-O,  Location: IN WALSENBURG (Lat: 37.633736,  Lng: -104.788311),  Route carried "on" structure: Business State highway 25C,  Year Built: 1934,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,303 (year 2040),  Design Load: H 20,  Features Intersected: CANAL,  Facility Carried by Structure: I 25 BUS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.671,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 13.4m (44.0ft)

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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: N-18-AA,  Location: 1.7 MI S.OF WALSENBURG BU (Lat: 37.594764,  Lng: -104.745028),  Route carried "on" structure: Interstate 25A,  Year Built: 2001,  Status: Open,  Structure Length: 6.38m (20.93ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,205 (year 2040),  Design Load: HL 93,  Features Intersected: WALSEN ARROYO,  Facility Carried by Structure: I25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.969,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 36.3 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: 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: January 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: N-18-U,  Location: 13.2 MILES N OF AGUILAR (Lat: 37.594936,  Lng: -104.744703),  Route carried "on" structure: Interstate 25A,  Year Built: 1969,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,205 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WALSEN ARROYO,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.7m (5.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: N-18-X,  Location: 2.8 MI S OF SH10-WLSNBRG. (Lat: 37.595042,  Lng: -104.744503),  Route carried "on" structure: ServiceInterstate 25A,  Year Built: 1969,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 14,410 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WALSEN ARROYO SR,  Facility Carried by Structure: I 25 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.372,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: WALSENBURG-1A,  Location: 0.1 MI S OF SH 160 (Lat: 37.617789,  Lng: -104.789014),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 127 (year 2018),  Average Future Daily Traffic: 182 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CUCHARAS RIVER,  Facility Carried by Structure: YSIDRIO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.119,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: N-17-AC,  Location: 1.1 MI N WALSENBURG BUS R (Lat: 37.631567,  Lng: -104.768033),  Route carried "under" structure: State highway 160B,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 950 (year 2005),  Truck Traffic: 14%,  Features Intersected: US 160,SH 10, RR SPUR,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 8.05m (26.41ft),  Kilometerpoint: 494.526,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: N-17-AD,  Location: 1.15 MI N WALSENBURG BUS (Lat: 37.631433,  Lng: -104.768275),  Route carried "under" structure: State highway 160B,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 2011),  Truck Traffic: 19%,  Features Intersected: US 160, SH 10, RR SPUR,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 8.05m (26.41ft),  Kilometerpoint: 492.917,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.9m (65.3ft)

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Structure Number: N-17-AE,  Location: SO CONNECT OF WALSENBURG (Lat: 37.617647,  Lng: -104.759839),  Route carried "under" structure: Interstate 25A,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2011),  Truck Traffic: 22%,  Features Intersected: I 25 ML,  Facility Carried by Structure: I 25 BUS RT
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 78.841,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: N-17-BJ,  Location: 2.2 MI NO OF JCT US 160 (Lat: 37.657022,  Lng: -104.793467),  Route carried "under" structure: Interstate 25A,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,300 (year 2011),  Truck Traffic: 22%,  Features Intersected: I 25 ML,  Facility Carried by Structure: I 25 BUS RT
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 84.184,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.2m (76.1ft)