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Bridge Statistics for Walsenburg, Colorado (CO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Walsenburg, CO, Colorado, Colorado forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 114 meters (374ft) Total costs: $6,155,000 Total average daily traffic: 50,513 Total average daily truck traffic: 9,183 National Bridge Inventory (NBI) Registered Bridges for Walsenburg
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: N-17-AC, Location: 1.1 MI N WALSENBURG BUS R (Lat: 37.630000, Lng: -104.768056), Route carried "on" structure: Interstate 25A, Year Built: 1963, Status: Open, Structure Length: 12.88m (42.26ft), Average Daily Traffic: 4,150 (year 2005), Truck Traffic: 21%, Average Future Daily Traffic: 5,353 (year 2025), Design Load: HS 20+Mod, Features Intersected: SH 10 ML, RR SPUR, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.537, 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.6 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: Somewhat better than minimum adequacy, 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N-17-AD, Location: 1.15 MI N WALSENBURG BUS (Lat: 37.630278, Lng: -104.768333), Route carried "on" structure: Interstate 25A, Year Built: 1963, Status: Open, Structure Length: 12.90m (42.32ft), Average Daily Traffic: 4,150 (year 2005), Truck Traffic: 21%, Average Future Daily Traffic: 5,353 (year 2025), Design Load: HS 20+Mod, Features Intersected: US 160 ML, RR SPUR, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.538, 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: 20.0m (65.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Poor, 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: August 2006, Bridge Improvement Cost: $2,939,000, Roadway Improvement Cost: $294,000, Total Project Cost: $4,409,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: N-17-AE, Location: SO CONNECT OF WALSENBURG (Lat: 37.616667, Lng: -104.759167), Route carried "on" structure: Business Interstate 25C, Year Built: 1963, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,900 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 2,641 (year 2025), 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: 0.002, 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: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N-17-BK, Location: 0.8 MI NO OF JCT BUS RT (Lat: 37.626944, Lng: -104.765833), Route carried "on" structure: Interstate 25A, Year Built: 1963, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 4,150 (year 2005), Truck Traffic: 21%, Average Future Daily Traffic: 5,353 (year 2025), Design Load: HS 20, Features Intersected: CUCHARAS RIVER, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.114, 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: Good, 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: Better than 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: December 2006, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $338,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N-17-BL, Location: 0.3 MI S OF SH10-WLSNBRG. (Lat: 37.627222, Lng: -104.765833), Route carried "on" structure: Interstate 25A, Year Built: 1963, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 4,150 (year 2005), Truck Traffic: 21%, Average Future Daily Traffic: 5,353 (year 2025), Design Load: HS 20, Features Intersected: CUCHARAS RIVER, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.115, 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: Good, 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: 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: December 2006, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $338,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N-17-BM, Location: 0.5 MI N OF SH10-WLSNBRG. (Lat: 37.625000, Lng: -104.764722), Route carried "on" structure: Interstate 25A, Year Built: 1963, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 4,150 (year 2005), Truck Traffic: 21%, Average Future Daily Traffic: 5,353 (year 2025), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.876, 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: 18.0m (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: 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: December 2006, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $342,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N-17-BO, Location: 0.4 MI S OF SH10-WLSNBRG (Lat: 37.625833, Lng: -104.765000), Route carried "on" structure: Interstate 25A, Year Built: 1963, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 4,150 (year 2005), Truck Traffic: 21%, Average Future Daily Traffic: 5,353 (year 2025), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: I 25 ML SBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.877, 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: 18.0m (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: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: December 2006, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $342,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N-17-D, Location: IN WALSENBURG (Lat: 37.617222, Lng: -104.778056), Route carried "on" structure: Business State highway 25C, Year Built: 1933, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 2,300 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 3,197 (year 2025), Design Load: H 15, Features Intersected: CUCHARAS RIVER, Facility Carried by Structure: I 25 BUS RT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.648, 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: 18.0m (59.1ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 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: 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, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $371,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: N-17-L, Location: 0.5 MI NO OF JCT I 25 ML (Lat: 37.616667, Lng: -104.768056), Route carried "on" structure: Business State highway 25C, Year Built: 1933, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,900 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 2,641 (year 2025), Design Load: H 15, Features Intersected: BEAR CREEK, Facility Carried by Structure: I 25 BUS RT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.864, 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: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: N-17-O, Location: IN WALSENBURG (Lat: 37.632500, Lng: -104.788333), Route carried "on" structure: Business State highway 25C, Year Built: 1934, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,100 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 9,443 (year 2025), Design Load: H 15, Features Intersected: CANAL, Facility Carried by Structure: I 25 BUS RT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.633, 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: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than 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: December 2006 Find on map >>
Structure Number: WALSENBURG-1A, Location: IN WALSENBURG (Lat: 37.617583, Lng: -104.788944), Route carried "on" structure: City street YSDRI, Year Built: 1996, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 135 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 135 (year 2022), Design Load: HS 20+Mod, Features Intersected: CUCHARAS RIVER, Facility Carried by Structure: CITY ST YSIDRIO AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Roadway Improvement Cost: $15,000, Total Project Cost: $15,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: N-17-AC, Location: 1.1 MI N WALSENBURG BUS R (Lat: 37.630000, Lng: -104.768056), Route carried "under" structure: State highway 10A, Year Built: 1963, Structure Length: 12.88m (42.26ft), Average Daily Traffic: 730 (year 2005), Truck Traffic: 14%, Features Intersected: SH 10 ML, RR SPUR, Facility Carried by Structure: I 25 ML NBND Minimum Vertical Clearance: 8.05m (26.41ft), Kilometerpoint: 0.002, 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) Find on map >>
Structure Number: N-17-AD, Location: 1.15 MI N WALSENBURG BUS (Lat: 37.630278, Lng: -104.768333), Route carried "under" structure: US 160B, Year Built: 1963, Structure Length: 12.90m (42.32ft), Average Daily Traffic: 950 (year 2005), Truck Traffic: 14%, Features Intersected: US 160 ML, 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: 20.0m (65.6ft) Find on map >>
Structure Number: N-17-AE, Location: SO CONNECT OF WALSENBURG (Lat: 37.616667, Lng: -104.759167), Route carried "under" structure: Interstate 25A, Year Built: 1963, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 10,400 (year 2005), Truck Traffic: 21%, 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: 23.0m (75.5ft) Find on map >>
Structure Number: WALSENBURG-2, Location: IN WALSENBURG (Lat: 37.618111, Lng: -104.787139), Route carried "under" structure: City street 9TH, Year Built: 1950, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 146 (year 2002), Truck Traffic: 4%, Features Intersected: 9TH STREET, Facility Carried by Structure: COLO&SOUTHRN RR Minimum Vertical Clearance: 3.79m (12.43ft), Kilometerpoint: 0.016, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.1m (29.9ft) Find on map >>
Structure Number: WALSENBURG-3, Location: IN WALSENBURG (Lat: 37.617806, Lng: -104.786972), Route carried "under" structure: City street 12TH, Year Built: 1950, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 52 (year 2002), Features Intersected: 12TH STREET, Facility Carried by Structure: COLO&SOUTHRN RR Minimum Vertical Clearance: 4.07m (13.35ft), Kilometerpoint: 0.161, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.1m (29.9ft) Discuss this city on our hugely popular Colorado forum Back to: Walsenburg, CO, Colorado, All US cities.
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