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

Find on map >>   Show street view

Structure Number: C-15-AJ,  Location: 7.5 MI E OF ESTES PARK (Lat: 40.411056,  Lng: -105.400344),  Route carried "on" structure: US 34A,  Year Built: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,250 (year 2040),  Features Intersected: DRAW,  Facility Carried by Structure: SH 34 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.998,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 14.0m (45.9ft)

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

Find on map >>   Show street view

Structure Number: C-15-AO,  Location: _ (Lat: 40.426819,  Lng: -105.295836),  Route carried "on" structure: US 34A,  Year Built: 2018,  Status: Open,  Structure Length: 7.78m (25.52ft),  Average Daily Traffic: 4,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,684 (year 2040),  Design Load: HL 93,  Features Intersected: BIG THOMPSON RIVER,  Facility Carried by Structure: US 34 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.175,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

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: 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: September 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: C-15-AP,  Location: _ (Lat: 40.426497,  Lng: -105.293831),  Route carried "on" structure: US 34A,  Year Built: 2018,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 4,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,684 (year 2040),  Design Load: HL 93,  Features Intersected: BIG THOMPSON RIVER,  Facility Carried by Structure: US 34 ML
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 125.175,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.4m (129.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 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: September 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: C-16-CJ,  Location: 0.1 MI E OF Lemay Ave. (Lat: 40.479983,  Lng: -105.057242),  Route carried "on" structure: State highway 392A,  Year Built: 2009,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,750 (year 2040),  Features Intersected: West Fork Fossil Creek,  Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.709,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 0.0m,  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Channel: Very 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: November 2021

Find on map >>   Show street view

Structure Number: C-17-EE,  Location: 1.1 MI SO OF JCT SH 402 (Lat: 40.363533,  Lng: -104.985850),  Route carried "on" structure: Interstate 25A,  Year Built: 1962,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 54,020 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 16,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 408.772,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other

Find on map >>   Show street view

Structure Number: C-17-EN,  Location: 1.5 MI NO OF JCT SH 402 (Lat: 40.399578,  Lng: -104.993842),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 581 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,104 (year 2028),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD 20E
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: C-17-FK,  Location: I-25/WINDSOR INTERCHANGE (Lat: 40.479289,  Lng: -104.992217),  Route carried "on" structure: State highway 392A,  Year Built: 2012,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,650 (year 2040),  Design Load: HL 93,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.509,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 10 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: 43.7m (143.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.2 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: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: C-17-FL,  Location: 1400 ft.W.of C-17-FK (Lat: 40.488039,  Lng: -105.003961),  Route carried "on" structure: State highway 392A,  Year Built: 2015,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,650 (year 2040),  Design Load: HL 93,  Features Intersected: DRAW,  Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.691,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 91.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 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: June 2021

Find on map >>   Show street view

Structure Number: C-17-GJ,  Location: 1 MI N OF LOVELAND INTRCH (Lat: 40.422861,  Lng: -104.992711),  Route carried "on" structure: Interstate 25A,  Year Built: 2020,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 76,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 116,964 (year 2042),  Design Load: HL 93,  Features Intersected: UPRR,  Facility Carried by Structure: I-25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: FCBDWK-0.2-LNDS,  Location: 50 Ft N of Troutman Pkwy (Lat: 40.529667,  Lng: -105.070972),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,653 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,566 (year 2040),  Design Load: HS 20,  Features Intersected: Larimer Co. Canal No. 2,  Facility Carried by Structure: Boardwalk Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 84.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: FCBRYN-0.0-WSTV,  Location: 75 Ft N of Westview Ave (Lat: 40.580556,  Lng: -105.105500),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 581 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 726 (year 2041),  Features Intersected: Larimer Co. Canal No. 2,  Facility Carried by Structure: Bryan Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.084,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: FCBRYN-02-MULBA,  Location: 0.2 Mi N of Mulberry St (Lat: 40.583611,  Lng: -105.105278),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,262 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,578 (year 2041),  Design Load: HL 93,  Features Intersected: Larimer Co Canal No. 2,  Facility Carried by Structure: Bryan Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.650,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 20.1m (65.9ft)

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

Find on map >>   Show street view

Structure Number: FCBTCK-TMB,  Location: 0.1 Mi W of CR 11 (Lat: 40.515006,  Lng: -105.039747),  Route carried "on" structure: City street _,  Year Built: 2000,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 2,725 (year 2019),  Average Future Daily Traffic: 5,423 (year 2039),  Features Intersected: Unknown Drainage,  Facility Carried by Structure: Battlecreek Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Channel: Very 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

Find on map >>   Show street view

Structure Number: FCCHAS-0.1-ANSA,  Location: .25 Mi SW Drake ,Ziegler (Lat: 40.547139,  Lng: -105.024500),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 131 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 164 (year 2040),  Design Load: HS 20,  Features Intersected: Fossil Ck Resv Inlet,  Facility Carried by Structure: Chase Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.552,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.4m (60.4ft)

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 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: June 2021

Find on map >>   Show street view

Structure Number: FCCORB-0.1-SDCK,  Location: 100 Ft N of Saddle Crk Dr (Lat: 40.511667,  Lng: -105.024167),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 1,320 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,650 (year 2040),  Design Load: HS 20,  Features Intersected: McClellands Channel,  Facility Carried by Structure: Corbett Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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 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: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: FCCRST-0.1-BRYN,  Location: 0.1 Mi E of Bryan Avenue (Lat: 40.579417,  Lng: -105.103611),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 969 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,211 (year 2041),  Features Intersected: Larimer Co. Canal No. 2,  Facility Carried by Structure: Crestmore Court
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.924,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: FCCTRE-0.1-BAY,  Location: .1Mi S of Bay Dr. (Lat: 40.564139,  Lng: -105.083528),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 8,503 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,629 (year 2040),  Features Intersected: Spring Creek,  Facility Carried by Structure: Centre Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.624,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 22.3m (73.2ft)

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

Find on map >>   Show street view

Structure Number: FCCTRE-0.1-WTGN,  Location: 0.1 M E of Worthington St (Lat: 40.556750,  Lng: -105.088889),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 6,040 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,550 (year 2040),  Design Load: HS 20,  Features Intersected: New Mercer Canal,  Facility Carried by Structure: Centre Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.641,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 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: April 2021

Find on map >>   Show street view

Structure Number: FCDRK-0.0-CONST,  Location: 0.0 Mi E of Hanover Dr (Lat: 40.552889,  Lng: -105.107611),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 2.61m (8.56ft),  Average Daily Traffic: 22,737 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,421 (year 2040),  Design Load: HS 20,  Features Intersected: Spring Creek,  Facility Carried by Structure: Drake Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.245,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: FCDRK-0.1-MDWLK,  Location: 0.1 Mi E of Meadowlark Av (Lat: 40.552750,  Lng: -105.084472),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 32,704 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,880 (year 2041),  Features Intersected: Larimer Co. Canal No. 2,  Facility Carried by Structure: Drake Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.216,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: FCELIZ-0.1-BRYN,  Location: 200 Ft E of Bryan Ave (Lat: 40.574722,  Lng: -105.104472),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 17,952 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,440 (year 2041),  Features Intersected: Larimer Co. Canal No. 2,  Facility Carried by Structure: Elizabeth Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.117,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $193,000 ( Estimate for 2019),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: FCEVINE-0.3-LMY,  Location: 0.3 Mi. E. of Lemay (Lat: 40.596167,  Lng: -105.051000),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 9,673 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 12,091 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: East Vine Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.171,  Lanes on structure: 2,  Owner: City or Municipal 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: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 16.3m (53.5ft)

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

Find on map >>   Show street view

Structure Number: FCFOSCK-0.1-HTH,  Location: .1 Mi N Hunt. Hill Dr. (Lat: 40.507222,  Lng: -105.066944),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,758 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,198 (year 2040),  Design Load: HS 20,  Features Intersected: Fossil Creek,  Facility Carried by Structure: Fossil Creek Pkwy.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.284,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 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: FCGLR-S-PLM,  Location: 0.1 MI N of Plum St (Lat: 40.576528,  Lng: -105.112583),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 513 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 641 (year 2041),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: Glenmoor Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.304,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 20.1m (65.9ft)

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

Find on map >>   Show street view

Structure Number: FCHRMY-0.7-I25E,  Location: .7 MI west of JCT-I25 (Lat: 40.523278,  Lng: -105.005528),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 31,720 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,650 (year 2040),  Design Load: HL 93,  Features Intersected: Fossil Crk Res. Inlet,  Facility Carried by Structure: EB Harmony Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.831,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 71.3 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: 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: May 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: FCHRMYW-0.7-I25,  Location: 0.7 Mi. W of Jct I 25 (Lat: 40.523528,  Lng: -105.005722),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 29,665 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,081 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Fossil Crk. Res. Inlet,  Facility Carried by Structure: WB Harmony Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.814,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 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: May 2021

Find on map >>   Show street view

Structure Number: FCHTH-W0.1-CL,  Location: 50 ft W of College Ave (Lat: 40.538194,  Lng: -105.077778),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 23,425 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,281 (year 2040),  Design Load: HL 93,  Features Intersected: Larimer Co Canal No. 2,  Facility Carried by Structure: Horsetooth Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.062,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.9m (101.4ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: FCHTHR-0.1-STUT,  Location: 0.1 Mi N of Stuart St (Lat: 40.564417,  Lng: -105.102278),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,081 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,851 (year 2041),  Features Intersected: Larimer Co. Canal No. 2,  Facility Carried by Structure: Heatheridge Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.323,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.0m (45.9ft)

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

Find on map >>   Show street view

Structure Number: FCHTRD-0.2-STUT,  Location: 0.2 Mi N of Stuart Street (Lat: 40.565278,  Lng: -105.102306),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 3,152 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,940 (year 2041),  Design Load: HS 20,  Features Intersected: Importation Channel,  Facility Carried by Structure: Heatheridge Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.229,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Channel: Very 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: 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: April 2021

Find on map >>   Show street view

Structure Number: FCJEROME-EVINE,  Location: 200 Ft. N. of E Vine Dr. (Lat: 40.596889,  Lng: -105.073611),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 783 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 979 (year 2040),  Design Load: HS 20,  Features Intersected: Lake Canal,  Facility Carried by Structure: Jerome Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: FCJFK-0.1-BOCK,  Location: 0.1 Mi N of Bockman D (Lat: 40.535333,  Lng: -105.073889),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 12,458 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,573 (year 2040),  Design Load: HS 20,  Features Intersected: Larimer Co Canal No. 2,  Facility Carried by Structure: JFK Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.282,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: FCKETCHER-LDYMN,  Location: 200 Ft. E Lady Moon Dr. (Lat: 40.509083,  Lng: -105.012528),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 10,111 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,639 (year 2040),  Design Load: HS 20,  Features Intersected: McClellands Channel,  Facility Carried by Structure: Kechter Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.039,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 60.1 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: June 2021

Find on map >>   Show street view

Structure Number: FCKIN-0.2-TFHL,  Location: Just E of Taft Hill Road (Lat: 40.546083,  Lng: -105.113167),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 25 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Pleasant Valley Canal,  Facility Carried by Structure: Kinnison Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.163,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021

Find on map >>   Show street view

Structure Number: FCLAPT-0.0-WHTM,  Location: Whitcomb at laPorte (Lat: 40.588833,  Lng: -105.086111),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 383 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 479 (year 2041),  Design Load: HL 93,  Features Intersected: Arthur Ditch,  Facility Carried by Structure: Whitcomb/LaPorte
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.192,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 37.3 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: 28.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

Find on map >>   Show street view

Structure Number: FCLAPT-0.0FREYA,  Location: Junction with Frey Avenue (Lat: 40.589306,  Lng: -105.108250),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,343 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,429 (year 2041),  Design Load: HS 20,  Features Intersected: Larimer Co. Canal No. 2,  Facility Carried by Structure: LaPorte Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: FCLAPT-0.1-TFTH,  Location: 0.1 Mi E of Taft Hill (Lat: 40.589306,  Lng: -105.113333),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,091 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,364 (year 2041),  Features Intersected: New Mercer Canal,  Facility Carried by Structure: LaPorte Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.073,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $135,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: FCLAPT-PENN,  Location: 0.1 Mi W of CR 11 (Lat: 40.589353,  Lng: -105.116778),  Route carried "on" structure: City street _,  Year Built: 1965,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 9,450 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,804 (year 2039),  Features Intersected: New Mercer Ditch,  Facility Carried by Structure: Laporte Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: FCLDYMN-0.1-KHR,  Location: 200 Ft. N. Kechter Road (Lat: 40.509583,  Lng: -105.013250),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 1,912 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,390 (year 2040),  Design Load: HS 20,  Features Intersected: McClellands Channel,  Facility Carried by Structure: Lady Moon Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.085,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 24.0m (78.7ft)

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: June 2021

Find on map >>   Show street view

Structure Number: FCLINC-0.0-WLLA,  Location: 50 E of Willow Street (Lat: 40.588444,  Lng: -105.069806),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 7,830 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,788 (year 2040),  Features Intersected: Cache La Poudre River,  Facility Carried by Structure: Lincoln Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.217,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.5m (116.5ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 20.0m (65.6ft)

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

Find on map >>   Show street view

Structure Number: FCLIND-0.1-WLLW,  Location: 0.1 Mi NE of Willow St (Lat: 40.591250,  Lng: -105.071750),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 3,386 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,233 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Cache La Poudre River,  Facility Carried by Structure: Linden Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.624,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric