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

Find on map >>   Show street view

Structure Number: I-17-NS,  Location: W. Of I-17-NQ and NR (Lat: 38.913628,  Lng: -104.819139),  Route carried "on" structure: Interstate 25A,  Year Built: 2012,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 124,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 159,960 (year 2040),  Design Load: HL 93,  Features Intersected: MONUMENT CREEK,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.089,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 134.4m (440.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 38.1 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

Find on map >>   Show street view

Structure Number: I-17-NU,  Location: NE COLORADO SPRINGS (Lat: 38.975681,  Lng: -104.751878),  Route carried "on" structure: Ramp State highway 21B,  Year Built: 2005,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,195 (year 2040),  Design Load: HL 93,  Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.275,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very 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: 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: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: I-17-NV,  Location: S. BND. POWERS BLVD. (Lat: 38.975342,  Lng: -104.752967),  Route carried "on" structure: Ramp State highway 21B,  Year Built: 2005,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,195 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.319,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.4 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: 35.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: I-17-O,  Location: 1.4 MI N OF JCT I-25 BUS (Lat: 38.938447,  Lng: -104.813308),  Route carried "on" structure: ServiceInterstate 25A,  Year Built: 1960,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 116,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 162,400 (year 2040),  Design Load: H 15,  Features Intersected: PINE CREEK SR,  Facility Carried by Structure: I 25 SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.735,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.4m (73.5ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $436,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $653,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: I-17-OO,  Location: IN COLORADO SPRINGS (Lat: 38.832544,  Lng: -104.833136),  Route carried "on" structure: Interstate 25A,  Year Built: 2008,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 58,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 74,240 (year 2040),  Design Load: HL 93,  Features Intersected: COLORADO AVE, SPRUCE ST,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.582,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 27.8m (91.2ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: I-17-OP,  Location: IN COLORADO SPRINGS (Lat: 38.832572,  Lng: -104.832764),  Route carried "on" structure: Interstate 25A,  Year Built: 2008,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 58,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 74,240 (year 2040),  Design Load: HL 93,  Features Intersected: COLORADO AVE, SPRUCE ST,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.601,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: I-17-OQ,  Location: IN COLORADO SPRINGS (Lat: 38.836808,  Lng: -104.830753),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 28,219 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,967 (year 2041),  Design Load: HL 93,  Features Intersected: I25 ML,  Facility Carried by Structure: BIJOU STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.012,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: I-17-PU,  Location: 1.5 MI S. OF US 85 ML (Lat: 38.775250,  Lng: -104.814567),  Route carried "on" structure: State highway 115A,  Year Built: 1990,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,060 (year 2040),  Features Intersected: DRAINAGE,  Facility Carried by Structure: SH 115 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.983,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.6m (103.7ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Out-to-Out Width: 43.8m (143.7ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

Find on map >>   Show street view

Structure Number: I-17-QA,  Location: IN COLORADO SPRINGS (Lat: 38.876133,  Lng: -104.835333),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 19,612 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,692 (year 2041),  Design Load: HL 93,  Features Intersected: I 25 ML,  Facility Carried by Structure: EBND FILLMORE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.432,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.8m (107.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 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: 33.4 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: I-17-QB,  Location: IN COLORADO SPRINGS (Lat: 38.876333,  Lng: -104.834992),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 19,612 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,692 (year 2041),  Design Load: HL 93,  Features Intersected: I 25 ML,  Facility Carried by Structure: WBND FILLMORE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.470,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.2 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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: I-17-QC,  Location: IN COLORADO SPRINGS (Lat: 38.828069,  Lng: -104.835342),  Route carried "on" structure: Interstate 25A,  Year Built: 2017,  Status: Open,  Structure Length: 10.96m (35.96ft),  Average Daily Traffic: 123,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 159,900 (year 2040),  Design Load: Greater than HL93,  Features Intersected: US 24 ML, FOUNTAIN CRK,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.025,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.6 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: 35.6 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.21m (30.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: I-17-QE,  Location: _ (Lat: 38.828528,  Lng: -104.835917),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 2015,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 58,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 74,240 (year 2040),  Design Load: HL 93,  Features Intersected: FOUNTAIN CREEK,  Facility Carried by Structure: I25 SB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.589,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 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: 42.1 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: I-17-QF,  Location: IN COLORADO SPRINGS (Lat: 38.828283,  Lng: -104.834583),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 2017,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 58,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 74,240 (year 2040),  Design Load: HL 93,  Features Intersected: FOUNTAIN CREEK,  Facility Carried by Structure: RAMP TO I 25 NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 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: 32.4 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: I-17-QJ,  Location: SH21 AND I25 INT (Lat: 39.019956,  Lng: -104.827222),  Route carried "on" structure: Ramp State highway 21B,  Year Built: 2021,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 68,000 (year 2042),  Design Load: HL 93,  Features Intersected: NB SH 21 RAMP,  Facility Carried by Structure: SB SH 21 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.8m (94.5ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: I-18-AC,  Location: PLATTE/POWERS-CO SPRINGS (Lat: 38.838853,  Lng: -104.721333),  Route carried "on" structure: US 24G,  Year Built: 2000,  Status: Open,  Structure Length: 8.12m (26.64ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 52,800 (year 2040),  Design Load: HS 20,  Features Intersected: SH 21-POWERS BLVD,  Facility Carried by Structure: US 24-PLATTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: I-18-AT,  Location: 3/4 MI E OF POWERS (Lat: 38.839475,  Lng: -104.701736),  Route carried "on" structure: US 24G,  Year Built: 1967,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,380 (year 2040),  Design Load: HS 20,  Features Intersected: PETERSON FIELD ROAD,  Facility Carried by Structure: US 24 WB/PLATTE AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.651,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.7m (41.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: I-18-AU,  Location: 3/4 MI E OF POWERS BLVD (Lat: 38.839289,  Lng: -104.701733),  Route carried "on" structure: US 24G,  Year Built: 1967,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,380 (year 2040),  Design Load: HS 20,  Features Intersected: PETERSON FIELD ROAD,  Facility Carried by Structure: US 24 EB PLATTE AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.648,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.7m (41.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.3 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: I-18-AW,  Location: 1.7 MI E JCT SH24 (Lat: 38.838803,  Lng: -104.668603),  Route carried "on" structure: State highway 94A,  Year Built: 1978,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JIMMY CAMP CREEK,  Facility Carried by Structure: SH 94 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.023,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: I-18-AX,  Location: 4.0 MI E OF JCT US 24 (Lat: 38.839003,  Lng: -104.627364),  Route carried "on" structure: State highway 94A,  Year Built: 1980,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,880 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: SH 94 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.726,  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: 3,  Length of Maximum Span: 4.3m (14.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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 2020

Find on map >>   Show street view

Structure Number: I-18-AY,  Location: 5.8 MI E OF JCT US 24 (Lat: 38.838681,  Lng: -104.594825),  Route carried "on" structure: State highway 94A,  Year Built: 1981,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,880 (year 2040),  Design Load: HS 20,  Features Intersected: JIMMY CAMP CREEK,  Facility Carried by Structure: SH 94 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.549,  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: 2,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Fair,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: I-18-AZ,  Location: 7.4 MI E OF JCT US 24 (Lat: 38.838775,  Lng: -104.565250),  Route carried "on" structure: State highway 94A,  Year Built: 1983,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,880 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: SH 94 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.117,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.6m (8.5ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: January 2020

Find on map >>   Show street view

Structure Number: I-18-BA,  Location: 9.6 MI E OF US24 (Lat: 38.838658,  Lng: -104.523464),  Route carried "on" structure: State highway 94A,  Year Built: 1985,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 4,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,544 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: SH 94 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.743,  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: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 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 2020

Find on map >>   Show street view

Structure Number: I-18-BB,  Location: 0.7 MI. NE OF FALCON (Lat: 38.939606,  Lng: -104.599047),  Route carried "on" structure: US 24G,  Year Built: 1999,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,330 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.227,  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: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

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

Find on map >>   Show street view

Structure Number: I-18-BE,  Location: 1.2 MI. S. OF JCT US 24 M (Lat: 38.822000,  Lng: -104.726203),  Route carried "on" structure: Bypass US 24G,  Year Built: 1994,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 60,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 80,000 (year 2031),  Design Load: HS 20,  Features Intersected: EAST FORK SAND CREEK,  Facility Carried by Structure: US 24 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.893,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.2m (112.2ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present 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

Find on map >>   Show street view

Structure Number: I-18-BF,  Location: PLATTE AVE IN CO SPRINGS (Lat: 38.838886,  Lng: -104.707258),  Route carried "on" structure: US 24G,  Year Built: 2000,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 36,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 50,760 (year 2040),  Design Load: HS 20,  Features Intersected: EAST FORK SAND CREEK,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.164,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 39.3m (128.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: January 2021

Find on map >>   Show street view

Structure Number: I-18-BG,  Location: FRONTAGE RD N OF AIRPORT (Lat: 38.829767,  Lng: -104.721769),  Route carried "on" structure: US 24H,  Year Built: 1995,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 73,320 (year 2040),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: W FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.839,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Channel: Good,  Culverts: Good,  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: January 2021

Find on map >>   Show street view

Structure Number: I-18-BH,  Location: S OF PLATTE ON POWERS BLV (Lat: 38.829806,  Lng: -104.721442),  Route carried "on" structure: US 24H,  Year Built: 1995,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 73,320 (year 2040),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.855,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.0m (16.4ft),  Out-to-Out Width: 58.9m (193.2ft)

Condition: Channel: Very good,  Culverts: Good,  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: January 2021

Find on map >>   Show street view

Structure Number: I-18-BI,  Location: SOUTH OF PLATTE AVE (Lat: 38.830311,  Lng: -104.720217),  Route carried "on" structure: US 24H,  Year Built: 1995,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 73,320 (year 2040),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: EAST FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.080,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.3m (17.4ft),  Out-to-Out Width: 30.4m (99.7ft)

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

Find on map >>   Show street view

Structure Number: I-18-BK,  Location: E OF JCT POWERS RD & PLAT (Lat: 38.838831,  Lng: -104.716225),  Route carried "on" structure: US 24G,  Year Built: 1995,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 52,800 (year 2040),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.391,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft),  Out-to-Out Width: 62.6m (205.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018

Find on map >>   Show street view

Structure Number: I-18-BQ,  Location: 1.9 MI NE OF FALCON (Lat: 38.950225,  Lng: -104.584700),  Route carried "on" structure: US 24G,  Year Built: 2010,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,330 (year 2040),  Design Load: HL 93,  Features Intersected: DRAW,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 17.941,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2021

Find on map >>   Show street view

Structure Number: I-18-O,  Location: 8.0 MI NE OF JCT SH 94 (Lat: 38.931006,  Lng: -104.611969),  Route carried "on" structure: US 24G,  Year Built: 1999,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRAW,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.759,  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: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Very good,  Culverts: Very 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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: I-18-R,  Location: 0.1 MI NE OF FALCON (Lat: 38.934475,  Lng: -104.606589),  Route carried "on" structure: US 24G,  Year Built: 2000,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,330 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.363,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: CSG-D.90-11.8,  Location: 0.1 MI N OF GATEWAY RD (Lat: 38.878850,  Lng: -104.871297),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 9,109 (year 2004),  Truck Traffic: 5%,  Features Intersected: PRIVATE SERVICE RD,  Facility Carried by Structure: 30TH STREET
Minimum Vertical Clearance: 3.61m (11.84ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 9.9m (32.5ft)

Find on map >>   Show street view

Structure Number: CSG-G.03-08.18A,  Location: 0.2 MI E OF I25 (Lat: 38.827094,  Lng: -104.831233),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Features Intersected: UP RR/CONEJOS ST,  Facility Carried by Structure: CIMARRON STREET
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.9m (150.6ft)

Find on map >>   Show street view

Structure Number: CSG-G.95-08.86,  Location: 0.3 MI E OF NEVADA AVENUE (Lat: 38.837742,  Lng: -104.813208),  Route carried "under" structure: City street ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 23,480 (year 2003),  Truck Traffic: 6%,  Features Intersected: PLATTE AVENUE,  Facility Carried by Structure: RETURN ROAD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.9m (45.6ft)

Find on map >>   Show street view

Structure Number: CSG-G.98-08.85,  Location: 0.3 MI EAST OF NEVADA AVE (Lat: 38.837739,  Lng: -104.812817),  Route carried "under" structure: City street ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 23,480 (year 2003),  Truck Traffic: 6%,  Features Intersected: PLATTE AVENUE,  Facility Carried by Structure: EL PASO STREET
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

Find on map >>   Show street view

Structure Number: CSG-H.31-16.93N,  Location: ACADEMY/I25 (Lat: 38.952203,  Lng: -104.806978),  Route carried "under" structure: Interstate 25A,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 83,100 (year 2005),  Truck Traffic: 10%,  Features Intersected: I 25 ML,  Facility Carried by Structure: ACADEMY BLVD NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.0m (121.4ft)

Find on map >>   Show street view

Structure Number: CSG-H.31-16.93S,  Location: ACADEMY/I25 (Lat: 38.952103,  Lng: -104.807139),  Route carried "under" structure: Interstate 25A,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 83,100 (year 2005),  Truck Traffic: 10%,  Features Intersected: I 25 ML,  Facility Carried by Structure: ACADEMY BLVD SB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.0m (121.4ft)

Find on map >>   Show street view

Structure Number: CSG-I.40-12.3,  Location: AUSTIN BLUFFS PKWY/UNION (Lat: 38.888983,  Lng: -104.786397),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Features Intersected: UNION BLVD/TGAP BASIN,  Facility Carried by Structure: AUSTIN BLUFFS PKWY
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 62.8m (206.0ft)

Find on map >>   Show street view

Structure Number: CSG-I.71-06.10E,  Location: 0.7 MI NE OF JCT I-25 (Lat: 38.797592,  Lng: -104.784967),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: RDWY,UP RR,BNSF RR,DITC,  Facility Carried by Structure: CIRCLE DRIVE EB
Minimum Vertical Clearance: 7.41m (24.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

Find on map >>   Show street view

Structure Number: CSG-I.71-06.10W,  Location: 0.7 MI NE OF JCT I25 (Lat: 38.797694,  Lng: -104.785108),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: RDWY,UP RR,BNSF RR,DITC,  Facility Carried by Structure: CIRCLE DR WB
Minimum Vertical Clearance: 7.07m (23.20ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

Find on map >>   Show street view

Structure Number: CSG-K.08-09.13,  Location: ACADEMY OVER PLATTE AVE (Lat: 38.839392,  Lng: -104.757228),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Features Intersected: PLATTE AVE,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.0m (52.5ft)

Find on map >>   Show street view

Structure Number: I-17-AG,  Location: W. OF I25 S. OF LAKE AVE (Lat: 38.782597,  Lng: -104.788500),  Route carried "under" structure: Ramp City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2008),  Truck Traffic: 16%,  Features Intersected: CITY ROAD R,  Facility Carried by Structure: I 25 FRONTAGE RD
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>   Show street view

Structure Number: I-17-FJ,  Location: IN COLORADO SPRINGS (Lat: 38.815019,  Lng: -104.825100),  Route carried "under" structure: State highway 115A,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: CHEYENNE CRK/NEVADA AVE.,  Facility Carried by Structure: I25 ML
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 76.283,  Lanes on structure: 6,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.0m (124.7ft)

Find on map >>   Show street view

Structure Number: I-17-GO,  Location: 3.5 MI N OF FORT CARSON (Lat: 38.797097,  Lng: -104.822047),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: US 85 ML,  Facility Carried by Structure: SH 115 ML + US 85
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: I-17-HI,  Location: 2 MI W OF JCT I-25 (Lat: 38.765744,  Lng: -104.812858),  Route carried "under" structure: State highway 115A,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 6%,  Features Intersected: SH 115 ML,  Facility Carried by Structure: Academy Blvd
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.309,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

Find on map >>   Show street view

Structure Number: I-17-IJ,  Location: 1.4 MI N OF SH 83 SPUR (Lat: 38.969186,  Lng: -104.805319),  Route carried "under" structure: Interstate 25A,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2018),  Truck Traffic: 11%,  Features Intersected: I 25 ML,  Facility Carried by Structure: BRIARGATE PARKWAY
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.641,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: I-17-JA,  Location: JCT of I25 and US24G (Lat: 38.808150,  Lng: -104.806983),  Route carried "under" structure: Bypass Interstate 25A,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 102,000 (year 2011),  Truck Traffic: 9%,  Features Intersected: I 25 ML, FOUNTAIN CRK,  Facility Carried by Structure: US 24 BYPASS
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 223.297,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

Find on map >>   Show street view

Structure Number: I-17-JG,  Location: US24 OVER S CIRCLE DR (Lat: 38.816683,  Lng: -104.780953),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 27,300 (year 2005),  Truck Traffic: 3%,  Features Intersected: CIRCLE DR, SPRING CREEK,  Facility Carried by Structure: US 24 ML EBND
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

Find on map >>   Show street view

Structure Number: I-17-JO,  Location: NORTH OF JCT I25 BUS RT (Lat: 38.990689,  Lng: -104.815058),  Route carried "under" structure: Interstate 25A,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 11%,  Features Intersected: I 25 ML,  Facility Carried by Structure: INTERQUEST PRKWY
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.641,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: I-17-KB,  Location: US24 OVER S CIRCLE DR (Lat: 38.816869,  Lng: -104.780975),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 27,300 (year 2005),  Truck Traffic: 3%,  Features Intersected: CIRCLE DR, SPRING CREEK,  Facility Carried by Structure: US 24 ML WBND
Minimum Vertical Clearance: 6.66m (21.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

Find on map >>   Show street view

Structure Number: I-17-KG,  Location: NB POWERS BLVD, NE CO Sp. (Lat: 38.968508,  Lng: -104.742803),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 5,001 (year 2014),  Truck Traffic: 1%,  Features Intersected: BRIARGATE BLVD,  Facility Carried by Structure: SH 21B NBND ML
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.2m (86.0ft)