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

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Structure Number: D-16-C, Location: IN LONGMONT (Lat: 40.147056, Lng: -105.102361), Route carried "on" structure: US 287C, Year Built: 1948, Year Reconstructed: 1970, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 18,800 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 24,628 (year 2028), Design Load: H 20, Features Intersected: LEFT HAND CREEK, Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 506.029, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-16-D, Location: Ken Pratt Blvd-Longmont (Lat: 40.152694, Lng: -105.101944), Route carried "on" structure: US 287C, Year Built: 1947, Year Reconstructed: 1970, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 23,800 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 30,940 (year 2028), Design Load: H 20, Features Intersected: DRY CREEK, Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 506.619, Lanes on structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Out-to-Out Width: 103.9m (340.9ft)

Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11

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Structure Number: D-16-DV, Location: 3.6 MI NE OF SH 52 (Lat: 40.152306, Lng: -105.090750), Route carried "on" structure: State highway 119B, Year Built: 2003, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 13,250 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 21,862 (year 2027), Design Load: HS 25, Features Intersected: LEFT HAND CREEK, Facility Carried by Structure: SH 119 ML, E.Bnd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.537, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.1m (85.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: August 11, 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: D-16-DW, Location: 3.6 MI NE OF SH 52 (Lat: 40.152694, Lng: -105.090556), Route carried "on" structure: State highway 119B, Year Built: 2003, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 13,250 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 21,862 (year 2027), Design Load: HS 25, Features Intersected: LEFTHAND CREEK, Facility Carried by Structure: SH 119 ML, W.Bnd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.553, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.1m (85.6ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, 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: D-16-DX, Location: NEAR LONGMONT (Lat: 40.153500, Lng: -105.077331), Route carried "on" structure: State highway 119B, Year Built: 2003, Status: Open, Structure Length: 8.85m (29.04ft), Average Daily Traffic: 13,250 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 21,862 (year 2027), Design Load: HS 25, Features Intersected: ST VRAIN RIVER, Facility Carried by Structure: SH 119 ML , E.B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.664, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 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: 43.7m (143.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, 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: D-16-DY, Location: NEAR LONGMONT (Lat: 40.153583, Lng: -105.077583), Route carried "on" structure: State highway 119B, Year Built: 2003, Status: Open, Structure Length: 8.85m (29.04ft), Average Daily Traffic: 13,250 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 21,862 (year 2027), Design Load: HS 25, Features Intersected: ST. VRAIN RIVER, Facility Carried by Structure: SH 119 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.680, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 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: 43.7m (143.4ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, 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: D-16-DZ, Location: IN LONGMONT (Lat: 40.157889, Lng: -105.065444), Route carried "on" structure: State highway 119B, Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16,062 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 20,560 (year 2020), Design Load: HS 20+Mod, Features Intersected: OLIGARCHY DITCH, Facility Carried by Structure: SH 119 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.986, Lanes on structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.3m (96.1ft)

Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12

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Structure Number: D-16-H, Location: IN LONGMONT (Lat: 40.155556, Lng: -105.102444), Route carried "on" structure: US 287C, Year Built: 1948, Year Reconstructed: 1965, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 27,200 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 31,824 (year 2028), Design Load: H 20, Features Intersected: ST VRAIN CREEK, Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 506.932, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-15TH-LAMP, Location: 100 Ft W of Lamplighte Dr (Lat: 40.184944, Lng: -105.091750), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 524 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 891 (year 2027), Design Load: HS 20, Features Intersected: Oligarchy Ditch, Facility Carried by Structure: 15th Avenue
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, 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: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-17TH-WHTHL, Location: 250 Ft E of Whitehall Dr (Lat: 40.189056, Lng: -105.064275), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 7,223 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 12,278 (year 2027), Design Load: HS 20, Features Intersected: Spring Gulch, Facility Carried by Structure: 17th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 31.8m (104.3ft)

Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 11

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Structure Number: LONG-21ST-VIV, Location: 200 Ft. E of Daley Dr. (Lat: 40.195806, Lng: -105.120028), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 6,757 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 11,487 (year 2027), Features Intersected: Oligarchy Ditch, Facility Carried by Structure: 21st Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-3RD-PACEST, Location: At Pace Street (Lat: 40.162778, Lng: -105.074167), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1974, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 13,971 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 23,750 (year 2027), Design Load: HS 20, Features Intersected: Oligarchy Ditch, Facility Carried by Structure: 3rd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.3m (27.2ft), Out-to-Out Width: 56.8m (186.4ft)

Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, 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: January 11

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Structure Number: LONG-3RDEB-GWRR, Location: .15 Mi W of Jct 119 (Lat: 40.160889, Lng: -105.069444), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 17,339 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 29,476 (year 2027), Design Load: HS 20, Features Intersected: GW RR, Facility Carried by Structure: 3rd Ave. E. Bound
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-3RDWB-GWRR, Location: .15 Mi W of Jct 119 (Lat: 40.160944, Lng: -105.069136), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 17,339 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 29,476 (year 2027), Design Load: HS 20+Mod, Features Intersected: GW RR, Facility Carried by Structure: 3rd Ave WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: LONG-AIRPT-BUCK, Location: 0.1 Mi N of Buckthorn Dr. (Lat: 40.147889, Lng: -105.152833), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 14,319 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 24,343 (year 2027), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Fair, Culverts: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11

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Structure Number: LONG-AIRRD-ROGR, Location: At Rogers Road (Lat: 40.159722, Lng: -105.154583), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 9,129 (year 2007), Average Future Daily Traffic: 15,519 (year 2027), Design Load: HS 20, Features Intersected: Lykins Gulch, Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 29.5m (96.8ft)

Condition: Channel: Very good, Culverts: Good, Operating Rating: 95.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-AIRRD-SVRD, Location: 0.2 Mi N of St Vrain Rd (Lat: 40.170000, Lng: -105.154722), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 13,155 (year 2007), Average Future Daily Traffic: 22,364 (year 2027), Design Load: HS 20, Features Intersected: St. Vrain River Overflow, Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.5m (11.5ft), Curb-To-Curb Width: 27.5m (90.2ft), Out-to-Out Width: 28.1m (92.2ft)

Condition: Channel: Very good, Culverts: Good, Operating Rating: 90.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.2 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 24 months, Inspection Date: January 11

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Structure Number: LONG-AIRRD/9TH, Location: 600 Ft. S of 9th Ave. (Lat: 40.172222, Lng: -105.154722), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 6.75m (22.15ft), Average Daily Traffic: 13,155 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 22,364 (year 2027), Design Load: HS 20, Features Intersected: St. Vrain River, Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, 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: LONG-ALP-E9TH, Location: At E 9th Ave. (Lat: 40.174639, Lng: -105.083222), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 3,587 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 6,098 (year 2027), Design Load: HS 20, Features Intersected: Oligarchy Ditch, Facility Carried by Structure: Alpine Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 13.2m (43.3ft), Out-to-Out Width: 19.7m (64.6ft)

Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, 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: January 11

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Structure Number: LONG-BENT-HOVER, Location: 0.1 Mi E of Hover Road (Lat: 40.149861, Lng: -105.129528), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,923 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 10,069 (year 2027), Design Load: HS 20, Features Intersected: Dry Creek No. 1, Facility Carried by Structure: Bent Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 27.3m (89.6ft)

Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11

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Structure Number: LONG-DRWD-SMRHK, Location: 20 Ft W of Co Rd 1 (Lat: 40.170917, Lng: -105.055722), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,510 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 2,568 (year 2027), Design Load: HS 20, Features Intersected: Oligarchy Ditch, Facility Carried by Structure: Deerwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: LONG-DRYCR-BENT, Location: 0.1 Mi So of Bent Way (Lat: 40.148083, Lng: -105.133222), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,505 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 14,459 (year 2027), Design Load: HS 20, Features Intersected: Dry Creek No. 1, Facility Carried by Structure: Dry Creek Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-E5TH-FOX, Location: 0.1 Mi East of Fox St (Lat: 40.167000, Lng: -105.077917), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,383 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 2,351 (year 2027), Features Intersected: Oligarchy Ditch, Facility Carried by Structure: E 5th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 17.5m (57.4ft)

Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, 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: January 11

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Structure Number: LONG-E9TH-ALP-A, Location: At Alpine Street (Lat: 40.174111, Lng: -105.082192), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 10,657 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 18,116 (year 2027), Design Load: HS 20, Features Intersected: Oligarchy Ditch, Facility Carried by Structure: E 9th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 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: 3.1m (10.2ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 26.9m (88.3ft)

Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, 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: January 11

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Structure Number: LONG-FORD-QUAIL, Location: 0.5 Mi So of Nelson Road (Lat: 40.148417, Lng: -105.140361), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 2,952 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 5,019 (year 2027), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: Fordham Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, 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: January 11, 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: LONG-GRAND-CLBN, Location: 0.3 Mi So of Nelson Rd (Lat: 40.146889, Lng: -105.164136), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 3,064 (year 2007), Average Future Daily Traffic: 5,209 (year 2027), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: Grandview Meadow D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 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 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: LONG-HARD-NSHOR, Location: 50 Ft So. of N. Shore Dr. (Lat: 40.193000, Lng: -105.138278), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,977 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 5,061 (year 2027), Design Load: HS 20, Features Intersected: Oligarchy Ditch, Facility Carried by Structure: Harvard Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, 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: January 11, 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: LONG-HOVER-20TH, Location: 150 Ft No. of 20th Street (Lat: 40.192972, Lng: -105.131028), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 23,908 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 40,643 (year 2027), Design Load: HS 20, Features Intersected: Oligarchy Ditch, Facility Carried by Structure: Hover Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, 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: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: LONG-HOVER-3RD, Location: 100 Ft S of 3rd Avenue (Lat: 40.166194, Lng: -105.130972), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 36,591 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 62,205 (year 2027), Design Load: HS 20, Features Intersected: St. Vrain River, Facility Carried by Structure: Hover Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LONG-HOVER-NEL, Location: 0.2 Mi S of Nelson Road (Lat: 40.149139, Lng: -105.130917), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 36,209 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 61,555 (year 2027), Features Intersected: Dry Creek No. 1, Facility Carried by Structure: Hover Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Out-to-Out Width: 31.9m (104.7ft)

Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: 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: January 11

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Structure Number: LONG-MART-KEN, Location: 0.1 Mi N of SH119 (Lat: 40.154444, Lng: -105.095278), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 8,500 (year 2030), Design Load: HS 25, Features Intersected: Saint Vrain Creek, Facility Carried by Structure: Martin Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.1m (72.5ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LONG-OLYM-BOISE, Location: 200 feet E of Boise Court (Lat: 40.199500, Lng: -105.078889), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,597 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 2,715 (year 2027), Design Load: HS 20, Features Intersected: Spring Gulch, Facility Carried by Structure: Olympia Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 3, 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: 14.9m (48.9ft), Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11

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Structure Number: LONG-PACE-WYDMR, Location: .15 Mi. N of Wyndemere (Lat: 40.196167, Lng: -105.074250), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 7,832 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 13,314 (year 2027), Design Load: HS 20, Features Intersected: Spring Gulch, Facility Carried by Structure: Pace Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 29.0m (95.1ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11

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Structure Number: LONG-PIKE-HOVER, Location: 2.0 Mi E of Sunset St (Lat: 40.137889, Lng: -105.117469), Route carried "on" structure: City street , Year Built: 1994, Year Reconstructed: 2004, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,620 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 21,454 (year 2027), Design Load: HS 20, Features Intersected: Left Hand Creek, Facility Carried by Structure: Pike Road
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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 27.0m (88.6ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11

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Structure Number: LONG-PRAPK-1ST, Location: 0.2 Mi N of Boston Ave (Lat: 40.676639, Lng: -105.106972), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 14,497 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 24,645 (year 2027), Design Load: HS 20, Features Intersected: BNRR and 1st Avenue, Facility Carried by Structure: Pratt Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 52.3 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-PRAPK-BOS, Location: 0.5 Bl. So of Boston Ave (Lat: 40.156889, Lng: -105.107000), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 15,193 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 25,828 (year 2027), Features Intersected: St. Vrain River, Facility Carried by Structure: Pratt Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-PRAPK-MIS, Location: At Missouri Avenue (Lat: 40.144722, Lng: -105.106333), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,618 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 9,551 (year 2027), Features Intersected: Left Hand Creek, Facility Carried by Structure: So Pratt Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 11, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $42,000, Total Project Cost: $634,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: LONG-PRICE-FLO, Location: S. Sunset St & Hwy 119 (Lat: 40.149611, Lng: -105.121556), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 407 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 692 (year 2027), Features Intersected: Dry Creek, Facility Carried by Structure: Price/Frontage Rds
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 9 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 304.8m (1,000.0ft)

Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11

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Structure Number: LONG-ROGR-AIRRD, Location: 0.5 Mi W of Airport Rd (Lat: 40.159694, Lng: -105.157944), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 145 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 247 (year 2027), Design Load: HS 20, Features Intersected: Lykin Gulch, Facility Carried by Structure: Rogers Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: January 11

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Structure Number: LONG-SBOW-MIS, Location: At Missouri Ave (Lat: 40.141694, Lng: -105.112139), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,503 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,556 (year 2027), Features Intersected: Left Hand Creek, Facility Carried by Structure: South Bowen Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, 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 12 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: LONG-SNST-CRKSD, Location: 200 ft N of Creekside Dr (Lat: 40.134750, Lng: -105.121472), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,739 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 2,956 (year 2027), Design Load: HS 20, Features Intersected: Left Hand Creek, Facility Carried by Structure: South Sunset St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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: January 11, 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: LONG-SPEN-21ST, Location: 50 Ft So of 20th St (Lat: 40.192778, Lng: -105.125778), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,414 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 2,403 (year 2027), Features Intersected: Oligarchy Ditch, Facility Carried by Structure: Spencer Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LONG-SUNS-KORT, Location: 20 Ft SW of Jct Korte Pkw (Lat: 40.149694, Lng: -105.123111), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 473 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 804 (year 2027), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: Sunset Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, 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: January 11, 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: LONG-PRAPK-1ST, Location: 0.2 Mi N of Boston Ave (Lat: 40.676639, Lng: -105.106972), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 13,813 (year 2007), Truck Traffic: 2%, Features Intersected: BNRR and 1st Avenue, Facility Carried by Structure: Pratt Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: LONG-SPEN-21ST, Location: 50 Ft So of 20th St (Lat: 40.192778, Lng: -105.125778), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,347 (year 2008), Truck Traffic: 9%, Features Intersected: Oligarchy Ditch, Facility Carried by Structure: Spencer Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft)

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Structure Number: LONG-SPEN-21ST, Location: 50 Ft So of 20th St (Lat: 40.192778, Lng: -105.125778), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,551 (year 2002), Truck Traffic: 9%, Features Intersected: Oligarchy Ditch, Facility Carried by Structure: Spencer Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft)