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

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Structure Number: F-16-YX,  Location: 0.6 MI N OF JCT US6 (Lat: 39.734314,  Lng: -105.081144),  Route carried "on" structure: State highway 121A,  Year Built: 2014,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 50,290 (year 2040),  Design Load: HL 93,  Features Intersected: UNNAMED DRAINAGE,  Facility Carried by Structure: SH 121 ML_WADS BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.415,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Out-to-Out Width: 62.5m (205.1ft)

Condition: Channel: Very good,  Culverts: 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: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: G-15-Q,  Location: SHAFFERS CROSSING (Lat: 39.479453,  Lng: -105.368103),  Route carried "on" structure: US 285D,  Year Built: 2010,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,210 (year 2040),  Design Load: HL 93,  Features Intersected: ELK CREEK ROAD,  Facility Carried by Structure: US 285 ML NBND
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 111.283,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.0 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: G-15-R,  Location: SHAFFERS CROSSING (Lat: 39.479600,  Lng: -105.368272),  Route carried "on" structure: US 285D,  Year Built: 2010,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,210 (year 2040),  Design Load: HL 93,  Features Intersected: ELK CREEK ROAD,  Facility Carried by Structure: US 285 ML SBND
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 111.276,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: G-21-107,  Location: 0.1 MI N OF COLFAX (Lat: 39.738492,  Lng: -105.157039),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 7,081 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,143 (year 2041),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: COLE/DENVER W PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 30 degrees,  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: 2.6m (8.5ft),  Right: 1.7m (5.6ft),  Out-to-Out Width: 91.6m (300.5ft)

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: Febuary 2021

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Structure Number: G-22-106,  Location: IN DENVER W OFFICE PARK (Lat: 39.740342,  Lng: -105.153814),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 938 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,079 (year 2041),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: COLE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.001,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 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: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 28.7m (94.2ft)

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

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Structure Number: H-17-01,  Location: 0.1 MI W OF S UPHAM CT (Lat: 39.680472,  Lng: -105.077186),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 893 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,027 (year 2041),  Design Load: HS 20,  Features Intersected: SANDERSON GULCH,  Facility Carried by Structure: S UPHAM ST
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Channel: Very good,  Culverts: 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: 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: November 2020

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Structure Number: H-17-02,  Location: 0.1 MI S OF S PIERCE WAY (Lat: 39.680578,  Lng: -105.073711),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 666 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 766 (year 2041),  Design Load: HS 20,  Features Intersected: SANDERSON GULCH,  Facility Carried by Structure: S REED ST
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: LKWD-01-0.15-01,  Location: NEAR ENT BEAR CREEK PK (Lat: 39.652119,  Lng: -105.173528),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 141 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 162 (year 2041),  Features Intersected: BEAR CREEK,  Facility Carried by Structure: MARINA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

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: 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: 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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: LKWD-01-0.60-1A,  Location: .5 MI S OF MORRISON RD (Lat: 39.662742,  Lng: -105.109653),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 4,249 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,887 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: KIPLING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.253,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LKWD-01-1.35-01,  Location: 1.35 MI EAST OF ENTRANCE (Lat: 39.654097,  Lng: -105.149403),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 282 (year 2021),  Average Future Daily Traffic: 325 (year 2041),  Features Intersected: BEAR CREEK TRIB,  Facility Carried by Structure: BEAR CREEK PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LKWD-01-1.80-02,  Location: 1.80 MI EAST OF ENTRANCE (Lat: 39.656872,  Lng: -105.143947),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 217 (year 2021),  Average Future Daily Traffic: 249 (year 2041),  Features Intersected: BEAR CREEK TRIB,  Facility Carried by Structure: BEAR CREEK PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: LKWD-02-0.05-02,  Location: 0.05 MI NORTH OF JEWELL (Lat: 39.683467,  Lng: -105.061856),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 245 (year 2021),  Average Future Daily Traffic: 281 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SANDERSON GULCH,  Facility Carried by Structure: HARLAN CIRCLE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.713,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 2.0m (6.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 84.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: April 2021

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Structure Number: LKWD-02-0.05-03,  Location: 0.1 MI NORTH OF JEWELL (Lat: 39.684086,  Lng: -105.066172),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 317 (year 2021),  Average Future Daily Traffic: 365 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SANDERSON GULCH,  Facility Carried by Structure: HARLAN CIRCLE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  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: 2.0m (6.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: LKWD-02-0.10-01,  Location: 200 FT W OF KIPLING PKWY (Lat: 39.660889,  Lng: -105.113075),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 13,589 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,628 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR CREEK TRIBUTARY,  Facility Carried by Structure: DARTMOUTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.054,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.6m (8.5ft),  Out-to-Out Width: 27.9m (91.5ft)

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,  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: LKWD-02-0.10-03,  Location: FOX HOLLOW GOLF COURSE (Lat: 39.659558,  Lng: -105.131125),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 491 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 565 (year 2041),  Features Intersected: BEAR CREEK TRIB.,  Facility Carried by Structure: FOX HOLLOW LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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: LKWD-02-0.70-01,  Location: .7 MILES NORTH OF US 285 (Lat: 39.663842,  Lng: -105.095358),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 10,318 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,866 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: ESTES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LKWD-02-1.00-01,  Location: 0.1 MI W OF HOYT COURT (Lat: 39.667739,  Lng: -105.104572),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,889 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,173 (year 2041),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: YALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.744,  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: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 68.7 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: LKWD-03-0.50-01,  Location: JUST N OF MEXICO DRIVE (Lat: 39.686444,  Lng: -105.071817),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,747 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,910 (year 2041),  Features Intersected: SANDERSON GULCH,  Facility Carried by Structure: PIERCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.464,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LKWD-04-0.00-01,  Location: N OF ALAMEDA AT PARK SER. (Lat: 39.701611,  Lng: -105.141169),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,460 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,679 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: YOUNGFIELD CT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.312,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.6m (5.2ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Good,  Culverts: Poor,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: LKWD-04-0.50-01,  Location: AT KENTUCKY AVENUE (Lat: 39.700331,  Lng: -105.072267),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,278 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,220 (year 2041),  Design Load: HS 20,  Features Intersected: WEIR GULCH,  Facility Carried by Structure: PIERCE ST
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 1.995,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LKWD-04-0.50-02,  Location: 1/2 BLK W OF PIERCE ST (Lat: 39.700311,  Lng: -105.073142),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,467 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,287 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WEIR GULCH,  Facility Carried by Structure: KENTUCKY DR
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.562,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Out-to-Out Width: 21.5m (70.5ft)

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

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Structure Number: LKWD-05-0.80-01,  Location: 0.1 MI E OF SIMMS ST (Lat: 39.734378,  Lng: -105.125931),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,008 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,309 (year 2041),  Design Load: HS 20,  Features Intersected: LAKEWOOD GULCH,  Facility Carried by Structure: COLLINS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: LKWD-05-1.30-02,  Location: JUST NORTH OF 9TH AVENUE (Lat: 39.730050,  Lng: -105.100333),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,987 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,485 (year 2041),  Features Intersected: LAKEWOOD GULCH,  Facility Carried by Structure: GARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.341,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LKWD-05-2.40-03,  Location: BTWN HIGHLAND DR & 9TH AV (Lat: 39.728942,  Lng: -105.078469),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 348 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 401 (year 2041),  Design Load: HS 20,  Features Intersected: LAKEWOOD GULCH,  Facility Carried by Structure: VANCE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.060,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: LKWD-06-0.00-01,  Location: .1 MI S OF 20TH AVE (Lat: 39.746508,  Lng: -105.062631),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,949 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,391 (year 2041),  Design Load: HS 20,  Features Intersected: SLOANS LAKE DRAINAGE,  Facility Carried by Structure: HARLAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.174,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 67.2 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: 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: April 2021

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Structure Number: LKWD-06-0.03-03,  Location: .1 MI S OF 18TH AVE (Lat: 39.745239,  Lng: -105.059081),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 753 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 866 (year 2041),  Design Load: HS 20,  Features Intersected: SLOANS LAKE DRAINAGE,  Facility Carried by Structure: EATON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.746,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.9m (19.4ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: LKWD-06-0.04-04,  Location: JUST S OF 18TH AVENUE (Lat: 39.745483,  Lng: -105.057939),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,639 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,035 (year 2041),  Design Load: HS 20,  Features Intersected: SLOANS LAKE DRAINAGE,  Facility Carried by Structure: DEPEW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.169,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 2.6m (8.5ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 83.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 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: April 2021

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Structure Number: LKWD-07-0.00-01,  Location: INLET MAPLE GROVE RESERVR (Lat: 39.747331,  Lng: -105.135753),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 7,150 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,223 (year 2041),  Design Load: HS 20,  Features Intersected: LENA GULCH,  Facility Carried by Structure: 20TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.702,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 83.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: LKWD-07-0.20-01,  Location: SPILLWAY MAPLE GROVE RES. (Lat: 39.755625,  Lng: -105.136958),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 4,030 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,635 (year 2041),  Design Load: HS 20,  Features Intersected: MAPLE GROVE RES SPLWY,  Facility Carried by Structure: 27TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.459,  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: 2,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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-EP,  Location: 6th / KIPLING IN LAKEWOOD (Lat: 39.725286,  Lng: -105.110025),  Route carried "under" structure: State highway 391A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 44,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SH 391 ML,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 8.431,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.3m (53.5ft)

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Structure Number: F-16-GN,  Location: IN LAKEWOOD (Lat: 39.725108,  Lng: -105.130614),  Route carried "under" structure: US 6G,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 37,923 (year 2016),  Truck Traffic: 4%,  Features Intersected: US 6 ML,  Facility Carried by Structure: SIMMS STREET
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 5.008,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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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 "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 0000),  Features Intersected: OLD GOLDEN ROAD,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: F-16-KN,  Location: IN DENVER (Lat: 39.643500,  Lng: -105.131294),  Route carried "under" structure: US 285D,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 4,751 (year 2016),  Truck Traffic: 6%,  Features Intersected: US 285 ML,  Facility Carried by Structure: S. SIMMS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.355,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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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 "under" structure: State highway 470A,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 10,350 (year 2016),  Truck Traffic: 2%,  Features Intersected: SH 470 ML,  Facility Carried by Structure: ALAMEDA PKWY
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.489,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.8m (137.1ft)

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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 "under" structure: Interstate 70A,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 23,250 (year 2016),  Truck Traffic: 8%,  Features Intersected: I 70 ML,  Facility Carried by Structure: DENVER WEST BLVD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.478,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: F-16-MY,  Location: 2 MI S OF MORRISON (Lat: 39.637347,  Lng: -105.166631),  Route carried "under" structure: US 285D,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2011),  Truck Traffic: 9%,  Features Intersected: US 285 ML,  Facility Carried by Structure: SH 470 ML WBND
Minimum Vertical Clearance: 8.21m (26.94ft),  Kilometerpoint: 402.443,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.0m (124.7ft)

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Structure Number: F-16-MZ,  Location: 2 MI S OF MORRISON (Lat: 39.637247,  Lng: -105.166919),  Route carried "under" structure: US 285D,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2011),  Truck Traffic: 9%,  Features Intersected: US 285 ML,  Facility Carried by Structure: SH 470 ML EBND
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 402.427,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: F-16-O,  Location: IN LAKEWOOD (Lat: 39.725400,  Lng: -105.081889),  Route carried "under" structure: State highway 121A,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 56,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SH 121 ML,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 20.022,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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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 "under" structure: State highway 391A,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 44,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: KIPLING PARKWAY,  Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.6m (110.2ft)

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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 "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Features Intersected: ESTES ST,  Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 16.93m (55.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: F-16-WI,  Location: HAMPDEN/WADSWORTH (Lat: 39.652717,  Lng: -105.081114),  Route carried "under" structure: State highway 121A,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 67,000 (year 2018),  Truck Traffic: 3%,  Features Intersected: SH 121 ML,  Facility Carried by Structure: US 285 ML NBND
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 149.733,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: F-16-XQ,  Location: IN LAKEWOOD (Lat: 39.725567,  Lng: -105.053650),  Route carried "under" structure: State highway 95A,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: SH 95 ML/SHERIDAN AVE.,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 8.074,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: F-16-YI,  Location: HAMPDEN/WADSWORTH (Lat: 39.652892,  Lng: -105.081128),  Route carried "under" structure: State highway 121A,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 46,000 (year 2018),  Truck Traffic: 3%,  Features Intersected: SH 121 ML,  Facility Carried by Structure: US 285 ML SBND
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 149.732,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)