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

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Structure Number: 2195005P,  Location: W. OF KIPLING STREET (Lat: 39.716111,  Lng: -105.112778),  Route carried "on" structure: Federal lands road ,  Year Built: 2011,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 1,100 (year 2019),  Average Future Daily Traffic: 1,210 (year 2039),  Features Intersected: DRAINAGE,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: GSA,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.3m (60.0ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 2195006P,  Location: W. OF KIPLING STREET (Lat: 39.721111,  Lng: -105.117222),  Route carried "on" structure: Federal lands road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,100 (year 2019),  Average Future Daily Traffic: 1,210 (year 2039),  Features Intersected: DRAINAGE,  Facility Carried by Structure: CENTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: GSA,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $203,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2195007P,  Location: N. OF ALAMEDA AVE. (Lat: 39.714444,  Lng: -105.119444),  Route carried "on" structure: Federal lands road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 1,100 (year 2019),  Average Future Daily Traffic: 1,210 (year 2039),  Features Intersected: DRAINAGE,  Facility Carried by Structure: 7TH. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: GSA,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( Estimate for 2021)

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Structure Number: 2195008P,  Location: S. OF CENTER AVENUE (Lat: 39.715278,  Lng: -105.115556),  Route carried "on" structure: Federal lands road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 110 (year 2039),  Features Intersected: DRAINAGE,  Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: GSA,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $75,000 ( Estimate for 2021)

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Structure Number: 2195009P,  Location: W. OF KIPLING STREET (Lat: 39.716389,  Lng: -105.113889),  Route carried "on" structure: Federal lands road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,100 (year 2019),  Average Future Daily Traffic: 1,210 (year 2039),  Features Intersected: DRAINAGE,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: GSA,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $143,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2195010P,  Location: E. OF UNION BLVD. (Lat: 39.707500,  Lng: -105.119444),  Route carried "on" structure: Federal lands road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,100 (year 2019),  Average Future Daily Traffic: 1,210 (year 2039),  Features Intersected: DRAINAGE,  Facility Carried by Structure: NORTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: GSA,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $180,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-16-AR,  Location: Between Quail & Simms St. (Lat: 39.740039,  Lng: -105.125147),  Route carried "on" structure: US 40C,  Year Built: 1937,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,380 (year 2040),  Design Load: H 20,  Features Intersected: AGRICULTURAL DITCH,  Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.623,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.9m (19.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $116,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F-16-BO,  Location: IN LAKEWOOD (Lat: 39.728436,  Lng: -105.053175),  Route carried "on" structure: State highway 95A,  Year Built: 1955,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,660 (year 2040),  Design Load: HS 20,  Features Intersected: LAKEWOOD GULCH,  Facility Carried by Structure: SH 95 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.518,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: F-16-CJ,  Location: BELOW 285 & C470 INTE (Lat: 39.634767,  Lng: -105.169803),  Route carried "on" structure: US 285D,  Year Built: 1968,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,700 (year 2040),  Design Load: HS 20,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.424,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Out-to-Out Width: 3.0m (9.8ft)

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

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Structure Number: F-16-CY,  Location: 1.0 MI E OF INDIANA AVE (Lat: 39.724731,  Lng: -105.149919),  Route carried "on" structure: US 6G,  Year Built: 1947,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 63,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 71,190 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.366,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.2m (154.9ft),  Skew: 16 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: October 2021

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Structure Number: F-16-EP,  Location: 6th / KIPLING IN LAKEWOOD (Lat: 39.725286,  Lng: -105.110025),  Route carried "on" structure: US 6G,  Year Built: 1965,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 92,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 104,880 (year 2040),  Design Load: HS 20,  Features Intersected: SH 391 ML,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.789,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-16-EW,  Location: IN LAKEWOOD (Lat: 39.725347,  Lng: -105.100428),  Route carried "on" structure: US 6G,  Year Built: 2015,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 100,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 111,000 (year 2040),  Design Load: HL 93,  Features Intersected: GARRISON STREET,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.611,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.4 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-G,  Location: 1 Mi W of SH470 (Lat: 39.734922,  Lng: -105.214775),  Route carried "on" structure: US 6G,  Year Built: 1951,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,840 (year 2040),  Design Load: H 20,  Features Intersected: DRAW,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.358,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Out-to-Out Width: 36.3m (119.1ft)

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

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Structure Number: F-16-GN,  Location: IN LAKEWOOD (Lat: 39.725108,  Lng: -105.130614),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 28,091 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,305 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 6 ML,  Facility Carried by Structure: SIMMS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.008,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-16-HL,  Location: 0.3 MI E OF JCT US 40 (Lat: 39.733925,  Lng: -105.166400),  Route carried "on" structure: Interstate 70A,  Year Built: 1968,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 43,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,070 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD GOLDEN ROAD,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 423.214,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.6 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-16-HR,  Location: 0.7 MI E OF W COLFAX (Lat: 39.737597,  Lng: -105.161786),  Route carried "on" structure: Interstate 70A,  Year Built: 1968,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 87,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 106,140 (year 2040),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 423.782,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 82.0m (269.0ft),  Out-to-Out Width: 94.8m (311.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: F-16-JJ,  Location: JUST S. OF JEWELL AVE. (Lat: 39.681092,  Lng: -105.081308),  Route carried "on" structure: State highway 121A,  Year Built: 1976,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 42,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,780 (year 2040),  Design Load: HS 20,  Features Intersected: SANDERSON GULCH,  Facility Carried by Structure: SH 121 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.500,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 4.0m (13.1ft),  Out-to-Out Width: 34.0m (111.5ft)

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

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Structure Number: F-16-JN,  Location: KIPLING 0.6 MI N OF US285 (Lat: 39.662853,  Lng: -105.112564),  Route carried "on" structure: State highway 391A,  Year Built: 1982,  Status: Open,  Structure Length: 9.28m (30.45ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,440 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: SH 391 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-16-JO,  Location: IN LAKEWOOD (Lat: 39.662836,  Lng: -105.112831),  Route carried "on" structure: State highway 391A,  Year Built: 1982,  Status: Open,  Structure Length: 9.28m (30.45ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,440 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: SH 391 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.088,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-16-JP,  Location: KIPLING 1.5 MI N OF US285 (Lat: 39.673869,  Lng: -105.118825),  Route carried "on" structure: State highway 391A,  Year Built: 1981,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,535 (year 2040),  Design Load: HS 20,  Features Intersected: ILIFF GULCH,  Facility Carried by Structure: SH 391 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.482,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-16-JQ,  Location: Kipling 1.5 MI N of US285 (Lat: 39.673953,  Lng: -105.119153),  Route carried "on" structure: State highway 391A,  Year Built: 1981,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,535 (year 2040),  Design Load: HS 20,  Features Intersected: ILIFF GULCH,  Facility Carried by Structure: SH 391 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.512,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 99.5 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: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: F-16-KN,  Location: IN DENVER (Lat: 39.643500,  Lng: -105.131294),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 6.54m (21.46ft),  Average Daily Traffic: 6,717 (year 2021),  Average Future Daily Traffic: 7,724 (year 2041),  Features Intersected: US 285 ML,  Facility Carried by Structure: S. SIMMS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.353,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-KU,  Location: 1.8 MI S OF I-70/C470 INT (Lat: 39.687036,  Lng: -105.188192),  Route carried "on" structure: City street ,  Year Built: 1988,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 8,113 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,330 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SH 470 ML,  Facility Carried by Structure: ALAMEDA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.508,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: F-16-L,  Location: IN LAKEWOOD (Lat: 39.725397,  Lng: -105.084356),  Route carried "on" structure: US 6G,  Year Built: 1942,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 101,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 111,100 (year 2040),  Design Load: H 20,  Features Intersected: MCINTYRE GULCH,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.989,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 57.0m (187.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft),  Out-to-Out Width: 73.5m (241.1ft)

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

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Structure Number: F-16-LE,  Location: SE CRNR OF MORRISON RD. I (Lat: 39.652681,  Lng: -105.180783),  Route carried "on" structure: Ramp State highway 470A,  Year Built: 1989,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 39,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 52,140 (year 2040),  Design Load: HS 20,  Features Intersected: BEAR CREEK R,  Facility Carried by Structure: RAMP TO SH 470 WBD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Cathodic Protection

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Structure Number: F-16-LZ,  Location: 0.9 MI E OF JCT US 40 (Lat: 39.739736,  Lng: -105.158847),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 7.82m (25.66ft),  Average Daily Traffic: 16,048 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,455 (year 2041),  Design Load: HS 20,  Features Intersected: I 70 ML,  Facility Carried by Structure: DENVER WEST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.477,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: F-16-M,  Location: 3.2 MI E OF JCT SH 58 (Lat: 39.724989,  Lng: -105.193997),  Route carried "on" structure: US 6G,  Year Built: 1951,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,340 (year 2040),  Design Load: H 20,  Features Intersected: Lena Gulch,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.593,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 60.0m (196.9ft)

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

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Structure Number: F-16-MY,  Location: 2 MI S OF MORRISON (Lat: 39.637347,  Lng: -105.166631),  Route carried "on" structure: State highway 470A,  Year Built: 1988,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,570 (year 2040),  Design Load: HS 20,  Features Intersected: US 285 ML,  Facility Carried by Structure: SH 470 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.271,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-MZ,  Location: 2 MI S OF MORRISON (Lat: 39.637247,  Lng: -105.166919),  Route carried "on" structure: State highway 470A,  Year Built: 1988,  Status: Open,  Structure Length: 9.49m (31.14ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,570 (year 2040),  Design Load: HS 20,  Features Intersected: US 285 ML,  Facility Carried by Structure: SH 470 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.259,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.1 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-OF,  Location: 0.8 MI E OF JCT US 40 (Lat: 39.738917,  Lng: -105.159400),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 87,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 106,140 (year 2040),  Design Load: H 20,  Features Intersected: LENA GULCH R,  Facility Carried by Structure: RAMP/DENVER W BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018

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Structure Number: F-16-RI,  Location: I 25 NB RAMP E TO COLFAX (Lat: 39.739022,  Lng: -105.012814),  Route carried "on" structure: Ramp US 40C,  Year Built: 1991,  Status: Open,  Structure Length: 13.49m (44.26ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 54,390 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP TOPOGRAPHY R,  Facility Carried by Structure: RAMP TO US 40 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.519,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 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,  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: F-16-RP,  Location: 1.5 MI W OF JCT SH 121 (Lat: 39.653997,  Lng: -105.109147),  Route carried "on" structure: US 285D,  Year Built: 1991,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KIPLING PARKWAY,  Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.323,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 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: 33.6m (110.2ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-RQ,  Location: HAMPDEN .75 MI E OF SH 39 (Lat: 39.653686,  Lng: -105.095192),  Route carried "on" structure: US 285D,  Year Built: 1991,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 60,760 (year 2040),  Design Load: HS 20,  Features Intersected: ESTES ST,  Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 148.525,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-WK,  Location: 1 MI W OF JCT SH 95 (Lat: 39.652911,  Lng: -105.071756),  Route carried "on" structure: US 285D,  Year Built: 2010,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 27,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,350 (year 2040),  Features Intersected: PIERCE STREET,  Facility Carried by Structure: US 285 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 150.541,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $851,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $1,276,000,  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: F-16-XD,  Location: JUST N OF 6TH AVENUE (Lat: 39.725681,  Lng: -105.178383),  Route carried "on" structure: Interstate 70A,  Year Built: 2010,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 106,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 131,440 (year 2040),  Design Load: HL 93,  Features Intersected: Light Rail,  Facility Carried by Structure: I70 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 421.836,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.3m (43.6ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 61.4m (201.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-16-XL,  Location: UNION BLVD S OF 6TH/US 6 (Lat: 39.724347,  Lng: -105.131436),  Route carried "on" structure: Ramp US 6G,  Year Built: 2010,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 63,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 71,190 (year 2040),  Design Load: HL 93,  Features Intersected: LIGHT RAIL,  Facility Carried by Structure: US6RMP &UNIONB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.108,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: F-16-XQ,  Location: IN LAKEWOOD (Lat: 39.725567,  Lng: -105.053650),  Route carried "on" structure: US 6G,  Year Built: 2011,  Status: Open,  Structure Length: 6.63m (21.75ft),  Average Daily Traffic: 114,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 126,540 (year 2040),  Design Load: HL 93,  Features Intersected: SH 95 ML/SHERIDAN AVE.,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 40.625,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.7 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: 51.5 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: F-16-YI,  Location: HAMPDEN/WADSWORTH (Lat: 39.652892,  Lng: -105.081128),  Route carried "on" structure: US 285D,  Year Built: 2012,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,380 (year 2040),  Features Intersected: SH 121 ML,  Facility Carried by Structure: US 285 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.732,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $910,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,366,000,  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: F-16-YK,  Location: 1 MI W OF JCT SH 95 (Lat: 39.653075,  Lng: -105.071764),  Route carried "on" structure: US 285D,  Year Built: 2010,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 27,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,350 (year 2040),  Features Intersected: PIERCE STREET,  Facility Carried by Structure: US 285 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 150.543,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $851,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $1,276,000,  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: F-16-YU,  Location: .2 MI. N. OF 6TH AVE. (Lat: 39.728764,  Lng: -105.081194),  Route carried "on" structure: State highway 121A,  Year Built: 2018,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 50,290 (year 2040),  Design Load: HL 93,  Features Intersected: MCINTIRE GULCH,  Facility Carried by Structure: SH 121 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.798,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 30.4m (99.7ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 38.1 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: December 2020