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

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Structure Number: B-16-AB,  Location: ACCESS TO REST AREA SR (Lat: 40.563958,  Lng: -105.006442),  Route carried "on" structure: ServiceInterstate 25A,  Year Built: 2008,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 61,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 91,500 (year 2040),  Features Intersected: BOXELDER CREEK,  Facility Carried by Structure: I 25 W FR. ROAD AR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.093,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 24.3m (79.7ft)

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,  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

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Structure Number: B-16-AD,  Location: At Woodlawn Dr. (Lat: 40.597297,  Lng: -105.076564),  Route carried "on" structure: US 287C,  Year Built: 1930,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,500 (year 2040),  Design Load: HS 20,  Features Intersected: LAKE CANAL,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.932,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 1 degrees,  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: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B-16-AJ,  Location: 0.9 MI N OF JCT SH 1 (Lat: 40.624100,  Lng: -105.087008),  Route carried "on" structure: US 287C,  Year Built: 2012,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,660 (year 2040),  Design Load: HL 93,  Features Intersected: DRAW,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.247,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.6m (18.4ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.7 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: 33.7 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: September 2021

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Structure Number: B-16-AL,  Location: 2.2 MI N OF FT COLLINS (Lat: 40.644483,  Lng: -105.073519),  Route carried "on" structure: State highway 1A,  Year Built: 1911,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 7,900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,060 (year 2040),  Design Load: H 15,  Features Intersected: LARIMER CO CANAL,  Facility Carried by Structure: SH 1 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.513,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $67,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B-16-AMA,  Location: FORT COLLINS (Lat: 40.566519,  Lng: -105.001750),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 12,514 (year 2008),  Truck Traffic: 14%,  Average Future Daily Traffic: 23,777 (year 2028),  Design Load: HL 93,  Features Intersected: I 25 ML,  Facility Carried by Structure: PROSPECT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.9m (111.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

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Structure Number: B-16-AR,  Location: 1.8 MI E OF JCT US 287 (Lat: 40.580744,  Lng: -105.043756),  Route carried "on" structure: State highway 14C,  Year Built: 1967,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,200 (year 2040),  Design Load: HS 20,  Features Intersected: CACHE LA POUDRE DITCH 2,  Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.209,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: B-16-BF,  Location: 11.3 MI N OF JCT US 34 (Lat: 40.570461,  Lng: -105.001114),  Route carried "on" structure: Interstate 25A,  Year Built: 1966,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 55,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 83,050 (year 2040),  Features Intersected: TIMNATH DITCH,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.239,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 16 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Out-to-Out Width: 71.9m (235.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: B-16-BK,  Location: 11.3 MI N OF JCT SH 34 (Lat: 40.570300,  Lng: -105.001100),  Route carried "on" structure: Interstate 25A,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 55,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 83,050 (year 2040),  Design Load: HS 20,  Features Intersected: LAKE CANAL,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.222,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Out-to-Out Width: 71.6m (234.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $495,000

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Structure Number: B-16-E,  Location: FT COLLINS (Lat: 40.537400,  Lng: -105.076894),  Route carried "on" structure: US 287C,  Year Built: 1948,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,590 (year 2040),  Design Load: H 20,  Features Intersected: LARIMER COUNTY CANAL,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.285,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.9m (114.5ft),  Skew: 23 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: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 30.6m (100.4ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B-16-EA,  Location: 1.6 MI N OF JCT SH 14 (Lat: 40.604233,  Lng: -105.001153),  Route carried "on" structure: Interstate 25A,  Year Built: 1950,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,880 (year 2040),  Design Load: HS 20,  Features Intersected: WINDSOR RES,CANAL DITCH,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 435.680,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B-16-ES,  Location: 0.5 MI N OF JCT SH 14 (Lat: 40.588281,  Lng: -105.001406),  Route carried "on" structure: Interstate 25A,  Year Built: 1966,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 433.913,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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,  Underclear: Better than present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B-16-ET,  Location: 0.5 MI N OF JCT SH 14 (Lat: 40.588281,  Lng: -105.001078),  Route carried "on" structure: Interstate 25A,  Year Built: 1966,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,880 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF RR,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 433.913,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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,  Underclear: Superior 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

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Structure Number: B-16-EV,  Location: 1 MI E OF JCT 287 (Lat: 40.581264,  Lng: -105.059769),  Route carried "on" structure: State highway 14C,  Year Built: 2015,  Status: Open,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,320 (year 2040),  Design Load: HL 93,  Features Intersected: CACHE LA POUDRE RIVER,  Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.852,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.6 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: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B-16-EW,  Location: I-25/MULBERRY INTERCHANGE (Lat: 40.580956,  Lng: -105.001736),  Route carried "on" structure: State highway 14C,  Year Built: 1966,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 14 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.769,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $403,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $604,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other

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Structure Number: B-16-EX,  Location: I-25 MULBERRY INTERCHANGE (Lat: 40.581153,  Lng: -105.001731),  Route carried "on" structure: State highway 14C,  Year Built: 1966,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,500 (year 2040),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 14 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.769,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,038,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,557,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: B-16-EY,  Location: 0.5 MI S OF JCT SH 14 (Lat: 40.574197,  Lng: -105.001103),  Route carried "on" structure: Interstate 25A,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 55,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 83,050 (year 2040),  Design Load: HS 20,  Features Intersected: BOX ELDER CREEK,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 432.350,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 72.9m (239.2ft)

Condition: Channel: Good,  Culverts: Fair,  Structural Evaluation: 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

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Structure Number: B-16-FA,  Location: 2 MI N OF JCT SH 14 (Lat: 40.610731,  Lng: -105.001058),  Route carried "on" structure: Interstate 25A,  Year Built: 1950,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,880 (year 2040),  Design Load: HS 20,  Features Intersected: FLOOD DRAINAGE,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 436.401,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 16.5m (54.1ft)

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,  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

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Structure Number: B-16-FB,  Location: 2 MI N OF JCT SH 14 (Lat: 40.612650,  Lng: -105.001053),  Route carried "on" structure: Interstate 25A,  Year Built: 1950,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 21,560 (year 2040),  Design Load: HS 20,  Features Intersected: FLOOD DRAINAGE,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 436.613,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: 35.1m (115.2ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: B-16-FC,  Location: 2.3 MI N OF JCT SH 14 (Lat: 40.613883,  Lng: -105.001028),  Route carried "on" structure: Interstate 25A,  Year Built: 1950,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 21,560 (year 2040),  Design Load: HS 20,  Features Intersected: FLOOD DRAINAGE,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 436.752,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  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: 19.8m (65.0ft)

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,  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

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Structure Number: B-16-FD,  Location: 2.5 MI N OF JCT SH 14 (Lat: 40.616194,  Lng: -105.001044),  Route carried "on" structure: Interstate 25A,  Year Built: 1950,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 21,560 (year 2040),  Design Load: HS 20,  Features Intersected: FLOOD DRAINAGE,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 437.008,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 4.9m (16.1ft),  Out-to-Out Width: 15.2m (49.9ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: B-16-FI,  Location: 6.9 MI S OF JCT SH 1 (Lat: 40.604228,  Lng: -105.001547),  Route carried "on" structure: Interstate 25A,  Year Built: 1966,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WINDSOR RES,CANAL DITCH,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 435.680,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B-16-FJ,  Location: 1.6 MI N OF JCT SH 14 (Lat: 40.604228,  Lng: -105.000986),  Route carried "on" structure: ServiceInterstate 25A,  Year Built: 1966,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,760 (year 2040),  Design Load: HS 20,  Features Intersected: WINDSOR RES, CANAL SR,  Facility Carried by Structure: I 25 SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.358,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $307,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B-16-FL,  Location: EAST OF FT COLLINS (Lat: 40.624522,  Lng: -105.001769),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 28,347 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 878 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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

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Structure Number: B-16-FP,  Location: 7.3 MI N OF JCT US 34 (Lat: 40.512644,  Lng: -105.077133),  Route carried "on" structure: US 287C,  Year Built: 1975,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,890 (year 2040),  Design Load: HS 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.538,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.0m (16.4ft),  Out-to-Out Width: 35.5m (116.5ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021

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Structure Number: B-16-FV,  Location: EAST OF FT COLLINS (Lat: 40.610142,  Lng: -105.001828),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 7.64m (25.07ft),  Average Daily Traffic: 1,117 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,121 (year 2028),  Features Intersected: I 25 ML,  Facility Carried by Structure: BREWERY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.118,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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

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Structure Number: B-16-G,  Location: 0.1 MI S OF FTHILLS PKWY (Lat: 40.542336,  Lng: -105.076900),  Route carried "on" structure: US 287C,  Year Built: 1948,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,330 (year 2040),  Design Load: H 20,  Features Intersected: PED/BIKE TRAIL,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.834,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B-16-GK,  Location: FORT COLLINS (Lat: 40.594775,  Lng: -105.076519),  Route carried "on" structure: US 287C,  Year Built: 1995,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,590 (year 2040),  Design Load: HS 20,  Features Intersected: CACHE LA POUDRE RIVER,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.655,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B-16-GL,  Location: MULBERRY andTIMBERLINE RD (Lat: 40.580850,  Lng: -105.033367),  Route carried "on" structure: State highway 14C,  Year Built: 1999,  Status: Open,  Structure Length: 2.39m (7.84ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,200 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DRY CREEK,  Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.091,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B-16-H,  Location: FORT COLLINS (Lat: 40.562019,  Lng: -105.076828),  Route carried "on" structure: US 287C,  Year Built: 1948,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,650 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.013,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B-16-HC,  Location: MILE MRKR 270.314 (Lat: 40.595603,  Lng: -105.001708),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 6.48m (21.26ft),  Average Daily Traffic: 4,929 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,365 (year 2028),  Design Load: H 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B-16-L,  Location: 2.6 MI E OF JCT US 287 (Lat: 40.580989,  Lng: -105.027711),  Route carried "on" structure: State highway 14C,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,440 (year 2040),  Design Load: HS 20,  Features Intersected: CACHE LA POUDRE DITCH 2,  Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.422,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: B-16-T,  Location: 0.85 MI W OF JCT I-25 (Lat: 40.581072,  Lng: -105.017481),  Route carried "on" structure: State highway 14C,  Year Built: 1948,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,160 (year 2040),  Design Load: HS 20,  Features Intersected: LAKE CANAL,  Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.435,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Out-to-Out Width: 55.7m (182.7ft)

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

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Structure Number: B-16-W,  Location: 0.2 MI S of SH1 (Lat: 40.613286,  Lng: -105.076311),  Route carried "on" structure: US 287C,  Year Built: 1949,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,880 (year 2040),  Design Load: HS 20,  Features Intersected: LARIMER-WELD CANAL,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.709,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 29.3 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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B-17-BB,  Location: 3.5 MI S OF JCT SH 14 (Lat: 40.530736,  Lng: -104.993036),  Route carried "on" structure: Interstate 25A,  Year Built: 1965,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 45,750 (year 2040),  Design Load: HS 20,  Features Intersected: CACHE LA POUDRE RIVER,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 427.451,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 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: 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: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B-17-BC,  Location: 1.1 MI N OF JCT SH 68 (Lat: 40.538814,  Lng: -104.995389),  Route carried "on" structure: Interstate 25A,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 45,750 (year 2040),  Design Load: HS 20,  Features Intersected: RR SPUR,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 428.369,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $432,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B-17-BD,  Location: 2.9 MI S OF JCT SH 14 (Lat: 40.539078,  Lng: -104.995819),  Route carried "on" structure: Interstate 25A,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 45,750 (year 2040),  Design Load: HS 20,  Features Intersected: RR SPUR,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 428.406,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.0m (62.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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

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Structure Number: B-17-BN,  Location: WEST OF WINDSOR (Lat: 40.508567,  Lng: -104.992086),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 3,576 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,795 (year 2028),  Design Load: H 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.722,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: B-17-DI,  Location: 8.5 MI N OF JCT US 34 (Lat: 40.530678,  Lng: -104.993356),  Route carried "on" structure: Interstate 25A,  Year Built: 1948,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.25m (30.35ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 45,750 (year 2040),  Design Load: HS 20,  Features Intersected: CACHE LA POUDRE RIVER,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 427.450,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 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 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: Other,  Membrane: Other

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Structure Number: B-17-DJ,  Location: 0.4 MI E OF JCT I 25 (Lat: 40.581006,  Lng: -104.993444),  Route carried "on" structure: State highway 14C,  Year Built: 1985,  Status: Open,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,310 (year 2040),  Design Load: HS 20,  Features Intersected: BOX ELDER CREEK,  Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.475,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.5m (21.3ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019

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Structure Number: B-17-DN,  Location: IN FORT COLLINS (Lat: 40.610717,  Lng: -105.000211),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 1985,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,880 (year 2040),  Design Load: HS 20,  Features Intersected: BOX ELDER CRK OVERFLOW R,  Facility Carried by Structure: RAMP TO I 25 NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.058,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 87.0 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 48 months,  Inspection Date: May 2019

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Structure Number: B-17-DO,  Location: 0.1 MI. EAST OF I 25 (Lat: 40.610100,  Lng: -104.999831),  Route carried "on" structure: ServiceInterstate 25A,  Year Built: 1985,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,760 (year 2040),  Design Load: HS 20,  Features Intersected: BOX ELDER CRK OVRFLOW AR,  Facility Carried by Structure: I25 SR/BREWERY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.281,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019