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

Find on map >>   Show street view

Structure Number: EAG-307-03.9A,  Location: 4.3 MI S HWY 6 ON CR 307 (Lat: 39.623333,  Lng: -106.775000),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,061 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,316 (year 2040),  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: BRUSH CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.356,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: EAG-307-06.1A,  Location: 6.3 MILES FROM HWY 6 (Lat: 39.596667,  Lng: -106.761944),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 778 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 964 (year 2040),  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: CO RD 307
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.703,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.42m (4.66ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: EAG-STP-00.2A,  Location: 0.2 MI NW SH6 & SYLVA (Lat: 39.646944,  Lng: -106.841667),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 177 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 220 (year 2040),  Design Load: HS 20,  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: VIOLET LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.148,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: EAGLE-CAPITOL,  Location: .2 MI S BRUSH CREEK RD (Lat: 39.642778,  Lng: -106.830000),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,343 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,665 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: CAPITOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.349,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $317,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: EAGLE-HAYSTACK,  Location: 2 MI E OF EAGLE RANCH RD (Lat: 39.618922,  Lng: -106.792461),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 56 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 70 (year 2040),  Features Intersected: MAYERS GULCH,  Facility Carried by Structure: HAYSTACK DRIVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 3.650,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.7m (97.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: EAGLE-OUZEL,  Location: W OF BRUSH CREEK RD (Lat: 39.633333,  Lng: -106.802500),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 601 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 745 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: OUZEL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: EAGLE-SYLVAN-1,  Location: JUST SOUTH OF US6 (Lat: 39.646389,  Lng: -106.837778),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 6,966 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,638 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: SYLVAN LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.153,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: EAGLE-SYLVAN-2,  Location: JUST WEST OF LIME PARK DR (Lat: 39.636667,  Lng: -106.824167),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,796 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,227 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ABRAMS CREEK,  Facility Carried by Structure: SYLVAN LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.941,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: EAGLE-SYLVAN-3,  Location: 0.1 MI S OF BRUSH CRK RD (Lat: 39.637778,  Lng: -106.818056),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 1,343 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,665 (year 2040),  Design Load: HL 93,  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: SYLVAN LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.551,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.9m (55.4ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: F-09-AB,  Location: EAGLE INTERCHANGE (Lat: 39.659908,  Lng: -106.827369),  Route carried "on" structure: Spur State highway 70F,  Year Built: 1972,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.57m (21.56ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,080 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 70A ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.478,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: F-09-AS,  Location: 0.7 MI E OF EAGLE (Lat: 39.660042,  Lng: -106.815789),  Route carried "on" structure: US 6E,  Year Built: 2012,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,066 (year 2040),  Design Load: HL 93,  Features Intersected: EAGLE RIVER,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.840,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: F-09-AU,  Location: 0.2 MI W of SYLVAN LK RD (Lat: 39.646417,  Lng: -106.841267),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 12,590 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,612 (year 2040),  Design Load: HL 93,  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: PREV. US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.371,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: F-09-Z,  Location: EAGLE EBY CRK RD (Lat: 39.656972,  Lng: -106.825414),  Route carried "on" structure: Spur State highway 70F,  Year Built: 1972,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,080 (year 2040),  Design Load: HL 93,  Features Intersected: EAGLE RIVER,  Facility Carried by Structure: I 70 EAGLE SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.108,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 38.9 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: F-09-AB,  Location: EAGLE INTERCHANGE (Lat: 39.659908,  Lng: -106.827369),  Route carried "under" structure: Interstate 70A,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 16%,  Features Intersected: I 70A ML,  Facility Carried by Structure: I 70F SPUR
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 235.957,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.8m (110.9ft)