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

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Structure Number: LOV1200NAMAV,  Location: 600 Ft S of US Hwy 34 (Lat: 40.405722,  Lng: -105.121556),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 6,851 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,564 (year 2041),  Design Load: HS 20,  Features Intersected: Big Barnes Ditch,  Facility Carried by Structure: Namaqua Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.005,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LOV125W57THST,  Location: W of Garfield Ave/SH287 (Lat: 40.451361,  Lng: -105.077889),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 14,302 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,878 (year 2041),  Features Intersected: Louden Ditch,  Facility Carried by Structure: 57th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.317,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 69.0m (226.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: LOV1451HIGHPLNS,  Location: 0.1 Mi N of US Hwy 34 (Lat: 40.409333,  Lng: -104.964389),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 330 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 413 (year 2041),  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: High Plains Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.215,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.8m (45.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: LOV1490FALRIVER,  Location: 250 Ft. N of U.S. Hwy 34 (Lat: 40.407861,  Lng: -105.007444),  Route carried "on" structure: City street ,  Year Built: 1998,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 9,701 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,126 (year 2041),  Design Load: HS 20,  Features Intersected: Farmers Indepen. Ditch,  Facility Carried by Structure: Fall River Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.088,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LOV1490RKYMTAVA,  Location: 220 Ft. N of U.S. Hwy 34 (Lat: 40.407861,  Lng: -105.002444),  Route carried "on" structure: City street ,  Year Built: 1994,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 24,030 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,038 (year 2041),  Design Load: HS 20,  Features Intersected: Farmers Independent Ditc,  Facility Carried by Structure: Rocky Mtn. Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.087,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LOV150MONROE AV,  Location: 150 Ft N of First Street (Lat: 40.392861,  Lng: -105.068722),  Route carried "on" structure: City street ,  Year Built: 1922,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 505 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 631 (year 2041),  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: Monroe Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.852,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: LOV150RAILRD AV,  Location: 0.1 Mi N of East First St (Lat: 40.393194,  Lng: -105.076222),  Route carried "on" structure: City street ,  Year Built: 1917,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 926 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,158 (year 2041),  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: Railroad Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.231,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.5m (41.0ft)

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

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Structure Number: LOV150WASHTN AV,  Location: 100 Ft N of 1st St (Lat: 40.393111,  Lng: -105.070639),  Route carried "on" structure: City street ,  Year Built: 1922,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,171 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,964 (year 2041),  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: Washington Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.328,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LOV1510DENVRAVE,  Location: 0.1 Mi N of US Hwy 34 (Lat: 40.408778,  Lng: -105.044778),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,146 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,183 (year 2041),  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: Denver Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.744,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  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: March 2021

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Structure Number: LOV1520CENTERRA,  Location: 0.1 Mi N of US Hwy 34 (Lat: 40.407889,  Lng: -104.983556),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 20,179 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,224 (year 2041),  Design Load: HS 20,  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: Centerra Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 9,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 36.8m (120.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 44.7m (146.7ft),  Out-to-Out Width: 53.1m (174.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: LOV1600NBYDLKAV,  Location: 0.2 Mi N of U.S. Hwy 34 (Lat: 40.409889,  Lng: -105.021111),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,589 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,915 (year 2036),  Design Load: HL 93,  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: N. Boyd Lake Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 33.7 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: 25.9 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: 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: LOV1760PARKDRIV,  Location: 0.2 Mi E of Boise Avenue (Lat: 40.419139,  Lng: -105.050389),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 777 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 971 (year 2041),  Design Load: HS 20,  Features Intersected: Westerdall Lake Outlet,  Facility Carried by Structure: Park Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.529,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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: 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: LOV1804PNYRVRDR,  Location: 0.1 Mi N of McWhinney Blv (Lat: 40.410528,  Lng: -105.016972),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,388 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,985 (year 2041),  Design Load: HS 20,  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: Piney River Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.152,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: LOV180W.1ST ST,  Location: 180 W First Street (Lat: 40.392778,  Lng: -105.077500),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 15,007 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,759 (year 2041),  Design Load: HS 20,  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: West First Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.112,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.64m (8.66ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,513,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $2,764,000 ( Estimate for 2019),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: LOV1825W8THST-A,  Location: 0.3 Mi W of Taft Avenue (Lat: 40.400944,  Lng: -105.102592),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 6,403 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,052 (year 2032),  Design Load: HL 93,  Features Intersected: Big Barnes Ditch,  Facility Carried by Structure: West 8th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.925,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.2m (56.4ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LOV2002RKYMTAV,  Location: 0.2 mi N of McWhinney St (Lat: 40.414167,  Lng: -105.002222),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 16,493 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,616 (year 2041),  Design Load: HS 20,  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: Rocky Mountain Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.813,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 65.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LOV200E37THST,  Location: 0.1 Mi E. of Hwy 287 (Lat: 40.430231,  Lng: -105.076064),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 6,271 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,845 (year 2032),  Design Load: HL 93,  Features Intersected: Dry Creek,  Facility Carried by Structure: E. 37th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.707,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.5 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LOV2495W.1ST ST,  Location: 20 Ft E of Lu Ann Drive (Lat: 40.392639,  Lng: -105.111250),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 11,599 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,499 (year 2041),  Design Load: HS 20,  Features Intersected: Transfer Ditch,  Facility Carried by Structure: West 1st Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.184,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: LOV2888CENTERRA,  Location: 1.2 MI N OF KENDALL ST (Lat: 40.421222,  Lng: -104.984389),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 12,552 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,690 (year 2041),  Design Load: HS 20,  Features Intersected: Future Bike Trail,  Facility Carried by Structure: CENTERRA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.735,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Culverts: Good,  Inventory Rating: 91.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: LOV3190SW14THST,  Location: 600 FT W of Katie Ave (Lat: 40.378414,  Lng: -105.121378),  Route carried "on" structure: City street ,  Year Built: 1901,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,793 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 12,241 (year 2041),  Features Intersected: Misc Drainage Basin,  Facility Carried by Structure: SW 14th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.157,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.3m (4.3ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: LOV425W.29TH ST,  Location: 425 W 29th Street (Lat: 40.421778,  Lng: -105.082389),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 21,602 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,003 (year 2041),  Design Load: HS 20,  Features Intersected: L. Loveland Outlet Canal,  Facility Carried by Structure: West 29th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.360,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 23.0m (75.5ft)

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

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Structure Number: LOV450SRAILRDAV,  Location: 450 S Railroad Avenue (Lat: 40.388917,  Lng: -105.079000),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 2,596 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,245 (year 2041),  Design Load: HS 20,  Features Intersected: Big Thompson River,  Facility Carried by Structure: Railroad Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.061,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 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: 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

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Structure Number: LOV5040CLEARWTR,  Location: N. of Valley Oak Dr. (Lat: 40.444028,  Lng: -105.021806),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 922 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,153 (year 2041),  Features Intersected: Local Drainage,  Facility Carried by Structure: Clearwater Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.081,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: LOV5400CEDARVDR,  Location: 0.2 Mi W of Rossum Drive (Lat: 40.401389,  Lng: -105.151028),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 516 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 645 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: Cedar Valley Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LOV6090SKYPOND,  Location: 0.1 Mi W of Centerra Pkwy (Lat: 40.411111,  Lng: -104.987111),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 7,236 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,045 (year 2041),  Design Load: HS 20,  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: Sky Pond Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.431,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: LOV640NWILAVE-A,  Location: 0.45 Mi N of W. 1st St. (Lat: 40.397917,  Lng: -105.111028),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 14,906 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,633 (year 2041),  Design Load: HS 20,  Features Intersected: Big Thompson River,  Facility Carried by Structure: N. Wilson Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.466,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: LOV660W.1ST ST,  Location: 50 Ft W of Franklin Ave. (Lat: 40.392861,  Lng: -105.086889),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 16,874 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,093 (year 2041),  Design Load: HS 20,  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: West 1st Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.275,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: LOV696DEERMEADW,  Location: .7 MI W of Rossum Drive (Lat: 40.396389,  Lng: -105.158333),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 5.53m (18.14ft),  Average Daily Traffic: 71 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 89 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Dry Creek,  Facility Carried by Structure: Deer Meadow Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.120,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.1 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LOV720SRAILRDAV,  Location: 0.6 mi N of CR 18 (Lat: 40.385575,  Lng: -105.082244),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 2,312 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,890 (year 2041),  Design Load: HL 93,  Features Intersected: Flood plain,  Facility Carried by Structure: S Railroad Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LOV830E.4TH ST,  Location: 0.1 MI W of St. Louis AV (Lat: 40.395389,  Lng: -105.065778),  Route carried "on" structure: City street ,  Year Built: 1921,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,946 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,683 (year 2041),  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: East 4th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: LOV850MADAV-A,  Location: 0.5 Mi N of East 1st St (Lat: 40.400556,  Lng: -105.058889),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 12,136 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,170 (year 2041),  Features Intersected: Greeley Loveland Canal,  Facility Carried by Structure: North Madison Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.904,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 81.6 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: 62.9 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LOV899SOCTYRD9E,  Location: 0.4 Mi N of St Hwy 402 (Lat: 40.383139,  Lng: -105.030056),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 6,505 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,131 (year 2041),  Design Load: HS 20,  Features Intersected: Big Thompson River,  Facility Carried by Structure: County Road 9E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.564,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: LOV990NWILAVE,  Location: 0.8 Mi N of West First St (Lat: 40.402278,  Lng: -105.110722),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 14,943 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 18,679 (year 2041),  Design Load: HS 20,  Features Intersected: Big Barnes Ditch,  Facility Carried by Structure: Wilson Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.023,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 51.5 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: 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: LR11C-0.7-24E-A,  Location: 1 Mi S of Co Rd 24E (Lat: 40.438611,  Lng: -105.045278),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 9,828 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 12,285 (year 2041),  Design Load: HL 93,  Features Intersected: Boyd/Horseshoe Canal,  Facility Carried by Structure: County Road 11C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.109,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 74.5 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: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: LR11H-0.3-S402,  Location: 0.3 Mi N of St Hwy 402 (Lat: 40.383056,  Lng: -105.054361),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 10,768 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,460 (year 2041),  Design Load: HS 20,  Features Intersected: Big Thompson River,  Facility Carried by Structure: County Road 11H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.525,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.1m (69.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $401,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $441,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LR13C-0.1-S402A,  Location: 0.1 Mi N of St Hwy 402A (Lat: 40.379194,  Lng: -105.063778),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 4,852 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,065 (year 2041),  Design Load: HS 20,  Features Intersected: Big Thompson River,  Facility Carried by Structure: County Road 13C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.3 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: 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: 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: LR13E-0.3-24E,  Location: 0.3 Mi N of Co Rd 24E (Lat: 40.433778,  Lng: -105.067972),  Route carried "on" structure: County highway ,  Year Built: 1937,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 9,765 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 12,206 (year 2041),  Features Intersected: Love/Horse Shoe Canal,  Facility Carried by Structure: County Road 13E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.981,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.66m (2.17ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $129,000 ( Estimate for 2019)

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Structure Number: LR16-0.2-23,  Location: 0.2 Mi E of Co Rd 23 (Lat: 40.361472,  Lng: -105.150000),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 1,081 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,351 (year 2041),  Features Intersected: Home Supply Ditch,  Facility Carried by Structure: County Road 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.314,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LR18-0.4-23E-A,  Location: 0.4 Mi E of Co Rd 23E (Lat: 40.378439,  Lng: -105.156144),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 1,581 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,976 (year 2041),  Design Load: HL 93,  Features Intersected: Handy Ditch,  Facility Carried by Structure: County Road 18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.621,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: LR18-0.6-23E-A,  Location: 0.6 Mi E of Co Rd 23E (Lat: 40.378583,  Lng: -105.153083),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 1,840 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,300 (year 2041),  Design Load: HS 20,  Features Intersected: Home Supply Ditch,  Facility Carried by Structure: County Road 18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.882,  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: 7.2m (23.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing