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

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Structure Number: CSG-K.29-06.66,  Location: 0.25 MI E OF ACADEMY BLVD (Lat: 38.804922,  Lng: -104.753447),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 14,363 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,816 (year 2041),  Features Intersected: SAND CREEK,  Facility Carried by Structure: CHELTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.785,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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 2020

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Structure Number: CSG-K.46-09.92A,  Location: .35 S OF PALMER PARK BLVD (Lat: 38.851436,  Lng: -104.747883),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 10,930 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,318 (year 2041),  Design Load: HS 20,  Features Intersected: WEST FORK SAND CREEK,  Facility Carried by Structure: MURRAY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.269,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.1m (59.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: CSG-K.47-05.33,  Location: S. OF DAWNLITE (Lat: 38.785864,  Lng: -104.751900),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,721 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,874 (year 2041),  Features Intersected: MAIN STREAM,  Facility Carried by Structure: SPRINGNITE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.476,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-K.48-15.25,  Location: JUST EAST OF RANGEWOOD DR (Lat: 38.929125,  Lng: -104.748958),  Route carried "on" structure: City street ,  Year Built: 1998,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 13,163 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,244 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COTTONWOOD CREEK TRIB,  Facility Carried by Structure: DUBLIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.175,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Out-to-Out Width: 65.8m (215.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-K.55-12.58,  Location: 0.4 MI N OF N CAREFREE CI (Lat: 38.891572,  Lng: -104.747381),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 1,586 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,078 (year 2041),  Features Intersected: TEMPLETON GAP,  Facility Carried by Structure: HOPEFUL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.667,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-K.61-09.61,  Location: 0.35 MI W OF WOOTEN ROAD (Lat: 38.847119,  Lng: -104.743719),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 15,957 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,904 (year 2041),  Features Intersected: WEST FORK SAND CREEK,  Facility Carried by Structure: GALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.805,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $197,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $217,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-K.72-09.,  Location: 0.75 MI E OF ACADEMY BLVD (Lat: 38.839586,  Lng: -104.742053),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 38,255 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 50,114 (year 2041),  Design Load: HS 20,  Features Intersected: WEST FORK SAND CREEK,  Facility Carried by Structure: PLATTE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.332,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 33.9m (111.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.7m (18.7ft),  Curb-To-Curb Width: 33.9m (111.2ft),  Out-to-Out Width: 66.4m (217.8ft)

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,  Length Of Structure Improvement: 1.57m (5.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-K.73-05.38,  Location: 0.15 MI S OF HANCOCK (Lat: 38.786597,  Lng: -104.747050),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,018 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,644 (year 2041),  Features Intersected: MAIN STREAM,  Facility Carried by Structure: MONICA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.522,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.7m (44.9ft)

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

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Structure Number: CSG-K.78-08.1,  Location: 0.8 MI E OF ACADEMY BLVD. (Lat: 38.825256,  Lng: -104.742122),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 16,988 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,254 (year 2041),  Features Intersected: SAND CREEK,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.529,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.9m (78.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: CSG-K.82-15.2,  Location: 0.3 MI S OF DUBLIN BLVD (Lat: 38.929164,  Lng: -104.740542),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 24,097 (year 2021),  Average Future Daily Traffic: 31,567 (year 2041),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK TRIB,  Facility Carried by Structure: AUSTIN BLUFFS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.073,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Out-to-Out Width: 78.6m (257.9ft)

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,  Length Of Structure Improvement: 0.89m (2.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-K.87-16.00A,  Location: W OF AUSTIN BLUFFS PKWY (Lat: 38.939986,  Lng: -104.740919),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 36,527 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,850 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: WOODMEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.259,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 36.7m (120.4ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.2m (138.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 44.5m (146.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 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,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: CSG-K.90-16.1,  Location: JUST NORTH OF WOODMEN RD. (Lat: 38.941011,  Lng: -104.739361),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 15,210 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,925 (year 2041),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: AUSTIN BLUFFS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.463,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.6m (133.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Better than present minimum criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: CSG-K.98-13.15,  Location: 0.15 MI N OF BARNES RD (Lat: 38.898764,  Lng: -104.738561),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 6,262 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,203 (year 2041),  Features Intersected: TEMPLETON GAP FLOODWAY,  Facility Carried by Structure: ORO BLANCO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.646,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 28.5m (93.5ft)

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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: CSG-L.00-15.6,  Location: JUST WEST OF CHANNEL DRIV (Lat: 38.953103,  Lng: -104.728600),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,533 (year 2021),  Average Future Daily Traffic: 2,008 (year 2041),  Features Intersected: FAIRFAX CHANNEL,  Facility Carried by Structure: CHANCELLOR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.528,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: CSG-L.05-09.61,  Location: INTER- GALLEY WOOTEN (Lat: 38.847111,  Lng: -104.738808),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 16,074 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,057 (year 2041),  Features Intersected: WEST FORK SAND CREEK,  Facility Carried by Structure: GALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.244,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 30.7m (100.7ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-L.08-10.08,  Location: 0.8 MI E OF MURRAY BLVD. (Lat: 38.854178,  Lng: -104.736628),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 12,065 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,805 (year 2041),  Features Intersected: WEST FORK SAND CREEK,  Facility Carried by Structure: PALMER PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.157,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.0m (68.9ft)

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: 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 2020

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Structure Number: CSG-L.20-14.87,  Location: JUST WEST OF CORINTH DR. (Lat: 38.923989,  Lng: -104.733583),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,634 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,141 (year 2041),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK TRIB,  Facility Carried by Structure: BALSAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.251,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-L.45-17.,  Location: JUST W OF CHANNEL DRIVE (Lat: 38.954639,  Lng: -104.729769),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 13,113 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,178 (year 2041),  Features Intersected: FAIRFAX CHANNEL,  Facility Carried by Structure: RESEARCH PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.186,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 75.2m (246.7ft)

Condition: Channel: Very good,  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,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-L.53-08.88,  Location: 0.3 MI S OF PLATTE AVE (Lat: 38.836514,  Lng: -104.738781),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 794 (year 2021),  Average Future Daily Traffic: 1,041 (year 2041),  Features Intersected: WEST FORK SAND CREEK,  Facility Carried by Structure: WOOTEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.084,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 26.2m (86.0ft)

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: 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: May 2020

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Structure Number: CSG-L.56-08.97,  Location: 0.3 MI W OF POWERS BLVD (Lat: 38.839194,  Lng: -104.729136),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 10.87m (35.66ft),  Average Daily Traffic: 19,495 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,538 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: EB PLATTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.467,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-L.57-08.99,  Location: 0.3 MI W OF POWERS BLVD (Lat: 38.839353,  Lng: -104.729117),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 10.87m (35.66ft),  Average Daily Traffic: 20,975 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,477 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: WB PLATTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.467,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-L.59-08.08,  Location: 0.4 MI W OF POWERS BLVD. (Lat: 38.824811,  Lng: -104.729483),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 13,681 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,922 (year 2041),  Features Intersected: WEST FORK SAND CREEK,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.673,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-L.60-14.93,  Location: 0.3 MI S OF DUBLIN BLVD (Lat: 38.925853,  Lng: -104.727253),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,721 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,254 (year 2041),  Features Intersected: COTTONWOOD CREEK TRIB,  Facility Carried by Structure: OAKWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.843,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-L.65-08.4,  Location: 0.4 MI N OF AIRPORT RD (Lat: 38.829489,  Lng: -104.724919),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 2,025 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,653 (year 2041),  Design Load: HS 20,  Features Intersected: W. FORK SAND CREEK,  Facility Carried by Structure: TROY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.602,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Out-to-Out Width: 26.0m (85.3ft)

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,  Length Of Structure Improvement: 1.54m (5.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-L.80-05.7,  Location: 0.1 MI S OF AVIATION WAY (Lat: 38.792036,  Lng: -104.725372),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 2,018 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,644 (year 2041),  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: ZEPPELIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.520,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 41.4m (135.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 64.4 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 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: July 2020

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Structure Number: CSG-L.80-09.61,  Location: 0.25 MI W OF POWERS BLVD. (Lat: 38.846400,  Lng: -104.724925),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 4.76m (15.62ft),  Average Daily Traffic: 16,074 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,057 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: GALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.485,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.3m (76.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: CSG-L.80-10.31,  Location: 0.2 MI W OF POWERS BLVD. (Lat: 38.857089,  Lng: -104.724428),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 13,644 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,874 (year 2041),  Features Intersected: SAND CREEK,  Facility Carried by Structure: PALMER PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.308,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.59m (15.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,047,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,152,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-M.35-11.2,  Location: 0.3 MI E OF POWERS BLVD (Lat: 38.870317,  Lng: -104.714458),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 24,503 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,099 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: CONSTITUTION AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.415,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 66.7m (218.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020

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Structure Number: CSG-M.50-12.3,  Location: 0.5 MI E OF POWERS BLVD. (Lat: 38.886150,  Lng: -104.710900),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 21,024 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,541 (year 2041),  Features Intersected: SAND CREEK,  Facility Carried by Structure: N. CAREFREE CIR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.632,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020

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Structure Number: CSG-M.53-13.6,  Location: 0.35 MI N OF BARNES ROAD (Lat: 38.902925,  Lng: -104.708619),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,188 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,796 (year 2041),  Design Load: HS 20,  Features Intersected: WEST SAND CREEK TRIB.,  Facility Carried by Structure: CHARLOTTE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.573,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.1m (69.2ft),  Skew: 21 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: 1.2m (3.9ft),  Right: 2.4m (7.9ft),  Out-to-Out Width: 66.4m (217.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020

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Structure Number: CSG-M.55-12.81E,  Location: 0.8 MI E OF POWERS BLVD. (Lat: 38.898503,  Lng: -104.706964),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 8,492 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,125 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: BARNES ROAD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.774,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.92m (12.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $491,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $540,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-M.55-12.81W,  Location: 0.8 MI E OF POWERS BLVD. (Lat: 38.898667,  Lng: -104.706853),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 8,094 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,604 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: BARNES ROAD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.784,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.92m (12.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $491,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $540,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-M.60-13.6,  Location: JUST W OF CHARLOTTE PKWY (Lat: 38.906769,  Lng: -104.708864),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1,714 (year 2021),  Average Future Daily Traffic: 2,245 (year 2041),  Design Load: HS 20,  Features Intersected: WEST SAND CREEK TRIB.,  Facility Carried by Structure: JACKPOT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.411,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 86.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: CSG-N.00-14.95,  Location: 0.2 MI W OF PETERSON RD (Lat: 38.926111,  Lng: -104.695558),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 11,425 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,967 (year 2041),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: DUBLIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.207,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 47.6m (156.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: CSG-N.00-17.05,  Location: 1.0 MI N OF WOODMEN ROAD (Lat: 38.955519,  Lng: -104.700719),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 10,833 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,192 (year 2041),  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: BLACK FOREST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.812,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-N.01-14.00E,  Location: .5 MI E CHARLOTTE PKWY (Lat: 38.911889,  Lng: -104.701994),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 7,566 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,911 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SAND CREEK,  Facility Carried by Structure: EB STETSON HILLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.902,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: CSG-N.01-14.00W,  Location: .5 MI E CHARLOTTE PKWY (Lat: 38.912033,  Lng: -104.701867),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 7,629 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,994 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SAND CREEK,  Facility Carried by Structure: WB STETSON HILLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.910,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: CSG-N.10-13.58,  Location: 0.3 MI W OF PETERSON ROAD (Lat: 38.905289,  Lng: -104.699381),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,395 (year 2021),  Average Future Daily Traffic: 1,828 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: JEDEDIAH SMITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.272,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: CSG-N.17-16.1,  Location: JUST E OF KIANA DRIVE (Lat: 38.943711,  Lng: -104.695250),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,732 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,269 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: FOREST MEADOWS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.288,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Out-to-Out Width: 30.0m (98.4ft)

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

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Structure Number: CSG-N.50-16.00E,  Location: .1 MI W OF MARKSHEFFEL RD (Lat: 38.940917,  Lng: -104.682653),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 36,984 (year 2021),  Average Future Daily Traffic: 48,448 (year 2041),  Features Intersected: SAND CREEK,  Facility Carried by Structure: WOODMEN RD EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.425,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.5m (116.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: CSG-N.50-16.00W,  Location: .1 MI W OF MARKSHEFFEL RD (Lat: 38.941214,  Lng: -104.682725),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 34,229 (year 2021),  Average Future Daily Traffic: 44,840 (year 2041),  Features Intersected: SAND CREEK,  Facility Carried by Structure: WOODMEN RD WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.417,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.5m (116.5ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.3 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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing