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

Find on map >>   Show street view

Structure Number: FCSTUT-0.1WHDBA,  Location: 0.1 Mi E of Whedbee St. (Lat: 40.563500,  Lng: -105.069611),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 4,460 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,575 (year 2040),  Design Load: HS 20,  Features Intersected: Spring Creek,  Facility Carried by Structure: Stuart Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.716,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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,  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: Latex Concrete,  Deck Protection: Bituminous

Find on map >>   Show street view

Structure Number: FCSUMVW-0.5-VIN,  Location: 0.4 Mi N of Vine Drive (Lat: 40.602725,  Lng: -105.029256),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 8,060 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,075 (year 2040),  Design Load: HL 93,  Features Intersected: Larimer and Weld Canal,  Facility Carried by Structure: Timberline Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.272,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 41.1 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: 31.8 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: 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: FCSWLW-0.1-RGNK,  Location: 50 ft W of McClelland Dr (Lat: 40.545583,  Lng: -105.080167),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,353 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,191 (year 2040),  Features Intersected: Larimer Co. Canal No. 2,  Facility Carried by Structure: West Swallow Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.877,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.4m (60.4ft)

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: 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: 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: FCTAFT-0.0-LAPT,  Location: At LaPorte Ave. (Lat: 40.589083,  Lng: -105.115111),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 18,133 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,666 (year 2041),  Design Load: HS 20,  Features Intersected: Mercer Ditch,  Facility Carried by Structure: S. Taft Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.423,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.78m (2.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $166,000 ( Estimate for 2019),  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: FCTMB-0.1-MULB,  Location: 0.1 Mi S of Hwy 14 (Lat: 40.577833,  Lng: -105.035861),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 22,874 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 28,593 (year 2040),  Design Load: HS 20,  Features Intersected: Cache La Poudre River,  Facility Carried by Structure: Timberline Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.503,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 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: Superior 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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: FCTMB-0.1-PRST,  Location: 100 Ft S of Prospect Rd. (Lat: 40.566417,  Lng: -105.039528),  Route carried "on" structure: City street ,  Year Built: 1986,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.69m (8.83ft),  Average Daily Traffic: 40,766 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,958 (year 2040),  Design Load: HS 20,  Features Intersected: Spring Creek,  Facility Carried by Structure: Timberline Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.119,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Inventory Rating: 60.5 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,  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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: FCTMB-0.2-CRPTR,  Location: 0.2 Mi. N. Carpenter Rd. (Lat: 40.483750,  Lng: -105.039361),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 19,569 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 24,461 (year 2041),  Design Load: HS 20,  Features Intersected: Fossil Creek,  Facility Carried by Structure: Timberline Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.393,  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: 9,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  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: June 2021

Find on map >>   Show street view

Structure Number: FCTRT-0.0-JFK,  Location: Jct w/ JF Kennedy Pkwy. (Lat: 40.528778,  Lng: -105.073694),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 7,557 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,446 (year 2040),  Features Intersected: Larimer Co. Canal No. 2,  Facility Carried by Structure: Troutman Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.565,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 2021

Find on map >>   Show street view

Structure Number: FCVINE-W.5-SUMV,  Location: 0.5 Mi W of Timberline Rd (Lat: 40.596306,  Lng: -105.038861),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 9,631 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 12,039 (year 2040),  Features Intersected: Lake Canal,  Facility Carried by Structure: East Vine Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.195,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  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: 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: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,156,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,271,000 ( 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: FCWHTM-0.0-MGNL,  Location: Inter Whitcomb/magnolia (Lat: 40.583056,  Lng: -105.086250),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 750 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Arthur Ditch,  Facility Carried by Structure: Whitcomb Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.533,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 36.4m (119.4ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: FCWLCH-0.2STUTA,  Location: 0.2 Mi N of Stuart St (Lat: 40.565972,  Lng: -105.053083),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 3,104 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,880 (year 2040),  Design Load: HS 20,  Features Intersected: Spring Creek,  Facility Carried by Structure: Welch Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: FCWNP-0.1-ANSA,  Location: .5 MI SW of Drake/Ziegler (Lat: 40.547417,  Lng: -105.029806),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 1,562 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,953 (year 2040),  Design Load: HS 20,  Features Intersected: Fossil Ck Resv Inlet,  Facility Carried by Structure: Rigden Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.549,  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: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.2m (63.0ft)

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 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: FCWNP-0.1-ZIG,  Location: E of Ziegler and W CR9 (Lat: 40.545722,  Lng: -105.019944),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 103 (year 2020),  Truck Traffic: 68%,  Average Future Daily Traffic: 129 (year 2040),  Design Load: HS 20,  Features Intersected: Fossil Ck Resv Inlet,  Facility Carried by Structure: William Neal Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.297,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 25.7m (84.3ft)

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: 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: FCWTG-0.1-VINE,  Location: Just N of Vine Dr (Lat: 40.595917,  Lng: -105.005611),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 3,876 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,845 (year 2040),  Features Intersected: Local Drainage,  Facility Carried by Structure: Waterglen Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 3,  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: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.3m (69.9ft)

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

Find on map >>   Show street view

Structure Number: FCZIEG-SAGECKRD,  Location: 200 Ft. N. Sage Cr. Rd. (Lat: 40.511278,  Lng: -105.020000),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,873 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,341 (year 2040),  Design Load: HS 20,  Features Intersected: McClelland's Channel,  Facility Carried by Structure: Ziegler Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.350,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.5m (73.8ft)

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: 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: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: FCZIG-0.1-WNP,  Location: .1 MI N William N. Pkwy (Lat: 40.546722,  Lng: -105.020528),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 19,122 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,903 (year 2040),  Design Load: HS 20,  Features Intersected: Fossil Ck Resv Inlet,  Facility Carried by Structure: Ziegler Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.329,  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: 2,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.2m (79.4ft)

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: 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: LR11-0.1-54-A,  Location: 0.1 Mi N of CR 54 (Lat: 40.641306,  Lng: -105.038667),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 204 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 255 (year 2040),  Design Load: HS 20,  Features Intersected: Larimer and Weld Canal,  Facility Carried by Structure: County Road 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.242,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: LR11-1.1-54-A,  Location: 1.1 Mi N of Co Rd 54 (Lat: 40.652361,  Lng: -105.035750),  Route carried "on" structure: County highway ,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 126 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 158 (year 2041),  Design Load: HS 20,  Features Intersected: Larimer County Canal,  Facility Carried by Structure: County Road 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.826,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: LR13-0.0-54-A,  Location: 125 Ft N of Co Rd 54 (Lat: 40.639778,  Lng: -105.057139),  Route carried "on" structure: County highway ,  Year Built: 1988,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 560 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 700 (year 2041),  Design Load: HS 20,  Features Intersected: Larimer County Canal,  Facility Carried by Structure: County Road 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.300,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: LR13E-0.2-52C,  Location: 0.2 Mi No of Co Rd 52C (Lat: 40.629472,  Lng: -105.064083),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 441 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 551 (year 2040),  Features Intersected: Jackson Ditch,  Facility Carried by Structure: County Road 13E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.305,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: LR17-0.5-48-A,  Location: 0.5 Mi N of Vine Dr-CR48 (Lat: 40.602778,  Lng: -105.095556),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 12,344 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,430 (year 2041),  Design Load: HL 93,  Features Intersected: Cache La Poudre River,  Facility Carried by Structure: Cty Rd17 (Shields)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.517,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 96.9 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: 88.8 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,  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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: LR17-1.0-48-A,  Location: 1.0 Mi N of Co Rd 48 (Lat: 40.610667,  Lng: -105.095639),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 12,131 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,164 (year 2041),  Features Intersected: Larimer and Weld Canal,  Facility Carried by Structure: County Road 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.410,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 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: March 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: LR25E-3.1-24H-A,  Location: 3.1 Mi N of Co Rd 24H (Lat: 40.477667,  Lng: -105.197417),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 1,072 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,340 (year 2041),  Design Load: HS 20,  Features Intersected: Redstone Creek Tributary,  Facility Carried by Structure: County Road 25E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.011,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  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: 17.7m (58.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 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: LR25E-3.9-24H-A,  Location: 3.9 Mi N of Co Rd 24H (Lat: 40.489111,  Lng: -105.199417),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 1,028 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,285 (year 2041),  Design Load: HS 20,  Features Intersected: Redstone Creek,  Facility Carried by Structure: County Road 25E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.303,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.8m (114.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: LR3-0.2-50-A,  Location: N of CR 50 (Lat: 40.612519,  Lng: -104.962775),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.93m (6.33ft),  Average Daily Traffic: 438 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 548 (year 2041),  Design Load: HL 93,  Features Intersected: Larimer County Canal,  Facility Carried by Structure: County Rd 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.301,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  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: 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: Equal to present desirable 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: LR36-0.1-7,  Location: .1 Mi E Strauss Cabin Rd (Lat: 40.508639,  Lng: -104.998500),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 9,879 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,349 (year 2040),  Design Load: HS 20,  Features Intersected: Fossil Creek Res. Inlet,  Facility Carried by Structure: Kechter Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.190,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: LR38E-0.1-25EA,  Location: 0.1 MI N. OF CO RD 25E (Lat: 40.505667,  Lng: -105.198028),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 2,674 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,343 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Redstone Creek,  Facility Carried by Structure: County Road 38E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.886,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 55.1 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: 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: LR38E-1.0-25EA,  Location: 0.1 MI S COUNTY RD 25E (Lat: 40.504917,  Lng: -105.198472),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 2,504 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,130 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Charles Hansen FD Canal,  Facility Carried by Structure: County Road 38E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.799,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: LR40-0.2-9,  Location: 0.2 Mi E of Co Rd 9 (Lat: 40.537806,  Lng: -105.016611),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,261 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,826 (year 2040),  Design Load: HS 20,  Features Intersected: Fossil Creek Res. Inlet,  Facility Carried by Structure: County Road 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.217,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum 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: June 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: LR42-0.0-9,  Location: Jct. with Co Rd 9 (Lat: 40.551917,  Lng: -105.020083),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 298 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 373 (year 2040),  Features Intersected: Fossil Creek Res. Inlet,  Facility Carried by Structure: County Road 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.314,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $151,000 ( Estimate for 2019),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: LR46E-1.1-13,  Location: 0.1 Mi E of Industrial Dr (Lat: 40.581278,  Lng: -105.039083),  Route carried "on" structure: County highway ,  Year Built: 1948,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 9,222 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,528 (year 2040),  Features Intersected: Dry Creek,  Facility Carried by Structure: Lincoln Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.408,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $154,000 ( 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: LR46E-1.2-13,  Location: Lincoln Av and Timberline (Lat: 40.582028,  Lng: -105.033417),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 9,305 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,631 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Creek Outfall Channe,  Facility Carried by Structure: County Rd. 46E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: LR46E-W0.1-21,  Location: 0.15 Mi W of Co Rd 21 (Lat: 40.589528,  Lng: -105.136250),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,939 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 2,424 (year 2041),  Design Load: HS 20,  Features Intersected: Pleasant Valley Lake Can,  Facility Carried by Structure: County Road 46E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.017,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 65.8 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: LR48-0.2-19,  Location: 0.2 Mi E of Taft Hill (Lat: 40.596528,  Lng: -105.111889),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 6,832 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,540 (year 2041),  Features Intersected: Larimer County Canal #2,  Facility Carried by Structure: CR 48 (Vine Dr.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.8 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: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: LR48-0.8-I25,  Location: 0.8 Mi East of I-25 (Lat: 40.595583,  Lng: -104.986500),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 2,579 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,224 (year 2041),  Design Load: HS 20,  Features Intersected: Larimer & Weld Canal,  Facility Carried by Structure: County Road 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.819,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: LR48-W0.1-21-A,  Location: 0.1 Mi W of Co Rd 21 (Lat: 40.596778,  Lng: -105.136639),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 321 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 401 (year 2041),  Design Load: HS 20,  Features Intersected: Pleas. Valley Lake Canal,  Facility Carried by Structure: County Road 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 87.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: LR50-0.2-17-A,  Location: 0.2 Mi E of Co Rd 17 (Lat: 40.610833,  Lng: -105.091111),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 8,376 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,470 (year 2041),  Features Intersected: Larimer & Weld Canal,  Facility Carried by Structure: CR 50 (Willow)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.394,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very 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: 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,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: LR52-0.2-I25,  Location: 800 Ft E of I25 (Lat: 40.624497,  Lng: -104.996461),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 972 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,215 (year 2041),  Design Load: HL 93,  Features Intersected: Unnamed Drain,  Facility Carried by Structure: E County Road 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 71.3 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: 55.1 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,  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: LR52-1.2-I25,  Location: 1.2 Mi East of I-25 (Lat: 40.624472,  Lng: -104.978944),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 958 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,198 (year 2041),  Design Load: HS 20,  Features Intersected: Larimer & Weld Canal,  Facility Carried by Structure: County Road 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: LR54-0.5-I25-A,  Location: 0.5 Mi East of I-25 (Lat: 40.639000,  Lng: -104.991556),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 104 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 130 (year 2041),  Design Load: HS 20,  Features Intersected: Box Elder Creek,  Facility Carried by Structure: County Road 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.752,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous