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

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Structure Number: C-21-AN,  Location: 3 MI NO FT MORGAN (Lat: 40.303789,  Lng: -103.800700),  Route carried "on" structure: State highway 52B,  Year Built: 1967,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,856 (year 2040),  Design Load: H 20,  Features Intersected: RIVERSIDE CANAL,  Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.546,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  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,  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

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Structure Number: C-21-AV,  Location: 0.3 MI NO OF JCT SH 144 (Lat: 40.264908,  Lng: -103.801247),  Route carried "on" structure: State highway 52B,  Year Built: 1951,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,554 (year 2040),  Design Load: H 20,  Features Intersected: UPRR PLATTE,BEAVER CANAL,  Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.221,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $168,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-21-B,  Location: 1.3 MI SW OF JCT SH 52 (Lat: 40.265497,  Lng: -103.826228),  Route carried "on" structure: Interstate 76A,  Year Built: 1959,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 11,440 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 144 ML,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.733,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 15 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-21-BA,  Location: EAST FT. MORGAN EXIT (Lat: 40.263175,  Lng: -103.772858),  Route carried "on" structure: Interstate 76A,  Year Built: 1959,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,350 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 20-BARLOW RD.,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.292,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-21-BB,  Location: EAST FT MORGAN EXIT (Lat: 40.262931,  Lng: -103.772867),  Route carried "on" structure: Interstate 76A,  Year Built: 1959,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,350 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 20-BARLOW ROAD,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.290,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: C-21-BE,  Location: IN FT MORGAN (Lat: 40.268022,  Lng: -103.801381),  Route carried "on" structure: State highway 52B,  Year Built: 1963,  Status: Open,  Structure Length: 29.64m (97.24ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,554 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH PLATTE RIVER,  Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.568,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 14.2m (46.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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

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Structure Number: C-21-BG,  Location: 0.4 MI E OF JCT SH 52 (Lat: 40.263147,  Lng: -103.794086),  Route carried "on" structure: Interstate 76A,  Year Built: 1958,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 20,700 (year 2040),  Design Load: HL 93,  Features Intersected: UPPER PLATTE BEAVER DITC,  Facility Carried by Structure: I 76 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.486,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Out-to-Out Width: 62.3m (204.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: 96.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: C-21-G,  Location: .8 MI W of 52 FT MORGAN (Lat: 40.253942,  Lng: -103.817211),  Route carried "on" structure: US 34B,  Year Built: 1940,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,392 (year 2040),  Design Load: HS 20,  Features Intersected: FORT MORGAN CANAL,  Facility Carried by Structure: US 34 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.893,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-21-I,  Location: 9.5 MI SW OF JCT SH 71 (Lat: 40.263978,  Lng: -103.801686),  Route carried "on" structure: Interstate 76A,  Year Built: 1959,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,040 (year 2040),  Design Load: HS 20,  Features Intersected: SH 52 ML,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.831,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $279,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-21-M,  Location: 1.3 MI E OF JCT SH 144 (Lat: 40.263742,  Lng: -103.801692),  Route carried "on" structure: Interstate 76A,  Year Built: 1959,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 52 ML,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.836,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $188,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $281,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-22-BU,  Location: 4 MI EAST OF FT MORGAN (Lat: 40.266414,  Lng: -103.734992),  Route carried "on" structure: Interstate 76A,  Year Built: 2005,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,800 (year 2040),  Design Load: HL 93,  Features Intersected: COUNTY ROAD 22,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.565,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C-22-BV,  Location: 4 MI EAST OF FT MORGAN (Lat: 40.266658,  Lng: -103.735083),  Route carried "on" structure: Interstate 76A,  Year Built: 2005,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,800 (year 2040),  Design Load: HL 93,  Features Intersected: COUNTY ROAD 22,  Facility Carried by Structure: I76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.564,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FTM-ACOMA-AVE,  Location: 0.3 MI E of S WEST ST (Lat: 40.239628,  Lng: -103.805264),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,869 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,729 (year 2032),  Design Load: HL 93,  Features Intersected: FT. MORGAN CANAL,  Facility Carried by Structure: ACOMA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.898,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.9 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: 30.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: FTM-BARLOW-E8TH,  Location: 0.1 Mi N of E. 8th Ave (Lat: 40.259667,  Lng: -103.772917),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,581 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 14,708 (year 2040),  Design Load: HS 20,  Features Intersected: Upper Platte Beaver Cana,  Facility Carried by Structure: Barlow Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.693,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 83.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.7 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 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FTM-RIVERVIEWAV,  Location: 0.5 Mi E of Co Rd 19 (Lat: 40.261333,  Lng: -103.781944),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 4,590 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,829 (year 2040),  Design Load: HS 20,  Features Intersected: Upper Platte Beaver Cana,  Facility Carried by Structure: Riverview Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.659,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 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: November 2020

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Structure Number: FTM-S.WEST-ARAP,  Location: 0.8 Mi N of Co Rd Q (Lat: 40.244750,  Lng: -103.810917),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 4,061 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,157 (year 2040),  Design Load: HS 20,  Features Intersected: Fort Morgan Canal,  Facility Carried by Structure: South West Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.434,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MG18.5-0.2-Q,  Location: 0.2 Mi North of CR Q (Lat: 40.234611,  Lng: -103.801556),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,096 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 1,392 (year 2040),  Design Load: HS 20,  Features Intersected: Fort Morgan Canal,  Facility Carried by Structure: County Road 18.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.884,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MG19-0.9-O-A,  Location: 0.9 Mi N of Co Rd O (Lat: 40.215889,  Lng: -103.792222),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,057 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 1,342 (year 2040),  Design Load: HS 20,  Features Intersected: Fort Morgan Canal,  Facility Carried by Structure: County Road 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.992,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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: November 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MG21-0.7-V-A,  Location: 0.7 Mi N of Co Rd V (Lat: 40.314444,  Lng: -103.753639),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 85 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 108 (year 2041),  Design Load: HS 20,  Features Intersected: Riverside Canal,  Facility Carried by Structure: County Road 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.102,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: December 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: MG21-1.2-N-B,  Location: 1.2 Mi N of Co Rd N (Lat: 40.207028,  Lng: -103.754389),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 841 (year 2020),  Truck Traffic: 47%,  Average Future Daily Traffic: 1,068 (year 2040),  Design Load: HS 20,  Features Intersected: Fort Morgan Canal,  Facility Carried by Structure: County Road 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.093,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MG22-0.9-S34,  Location: 0.9 Mi N of US Hwy 34 (Lat: 40.265000,  Lng: -103.734889),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 118 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: Upper Platte Beaver Cnl,  Facility Carried by Structure: County Road 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.300,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $241,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $265,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: MGQ-0.1-18.5-A,  Location: 0.1 Mi E of Co Rd 18.5 (Lat: 40.232306,  Lng: -103.799528),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 2,370 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 3,010 (year 2040),  Design Load: HS 20,  Features Intersected: Fort Morgan Canal,  Facility Carried by Structure: County Road Q
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.490,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MGQ-0.1-21.5,  Location: 0.1 Mi E of Co Rd 21.5 (Lat: 40.232500,  Lng: -103.743556),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 393 (year 2021),  Truck Traffic: 55%,  Average Future Daily Traffic: 499 (year 2041),  Design Load: HS 20,  Features Intersected: Badger Creek,  Facility Carried by Structure: County Road Q
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.336,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.0 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MGR-0.1-17.7-A,  Location: 0.1 Mi E of CR 17.7 INT. (Lat: 40.246944,  Lng: -103.813056),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,437 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,825 (year 2040),  Design Load: HS 20,  Features Intersected: Fort Morgan Canal,  Facility Carried by Structure: County Road R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.399,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MGS-0.5-17A,  Location: .5 Mi E of Co Rd 17 (Lat: 40.261306,  Lng: -103.820639),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 1,307 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,660 (year 2040),  Design Load: HS 20,  Features Intersected: Fort Morgan Canal,  Facility Carried by Structure: County Road S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.020,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MGW-0.7-21,  Location: 0.7 Mi E Co Rd 21 (Lat: 40.319333,  Lng: -103.741222),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 274 (year 2021),  Truck Traffic: 52%,  Average Future Daily Traffic: 348 (year 2041),  Design Load: HS 20,  Features Intersected: Riverside Canal,  Facility Carried by Structure: County Road W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.496,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.0 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C-21-BA,  Location: EAST FT. MORGAN EXIT (Lat: 40.263175,  Lng: -103.772858),  Route carried "under" structure: County highway ,  Year Built: 1959,  Structure Length: 0. m,  Features Intersected: CR 20-BARLOW RD.,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: C-21-BB,  Location: EAST FT MORGAN EXIT (Lat: 40.262931,  Lng: -103.772867),  Route carried "under" structure: County highway ,  Year Built: 1959,  Structure Length: 0. m,  Features Intersected: CR 20-BARLOW ROAD,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: C-21-I,  Location: 9.5 MI SW OF JCT SH 71 (Lat: 40.263978,  Lng: -103.801686),  Route carried "under" structure: State highway 52B,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 9,600 (year 2011),  Truck Traffic: 5%,  Features Intersected: SH 52 ML,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 140.244,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: C-21-M,  Location: 1.3 MI E OF JCT SH 144 (Lat: 40.263742,  Lng: -103.801692),  Route carried "under" structure: State highway 52B,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 9,600 (year 2011),  Truck Traffic: 5%,  Features Intersected: SH 52 ML,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 140.242,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: C-22-BU,  Location: 4 MI EAST OF FT MORGAN (Lat: 40.266414,  Lng: -103.734992),  Route carried "under" structure: County highway ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0000),  Features Intersected: COUNTY ROAD 22,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: C-22-BV,  Location: 4 MI EAST OF FT MORGAN (Lat: 40.266658,  Lng: -103.735083),  Route carried "under" structure: County highway ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0000),  Features Intersected: COUNTY ROAD 22,  Facility Carried by Structure: I76 ML EBND
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)