Bridge Statistics for Minturn, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 105ft / 32mTotal length
- $1,062,000Total costs
- 89,892Total average daily traffic
- 6,829Total average daily truck traffic
- 124,089Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Minturn
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 51970-1979
- 11980-1989
- 31990-1999
- Bridge Condition - Deck
- 25.0%Very good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 62.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 28.6%Very good
- 57.1%Good
- 14.3%Satisfactory
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Structure Number: F-11-AD, Location: MINTURN INTERCHANGE (Lat: 39.608208, Lng: -106.448761), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 12.24m (40.16ft), Average Daily Traffic: 39,000 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 64,350 (year 2031), Design Load: HS 20+Mod, Features Intersected: US 6/24, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.367, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 238.0m (780.8ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 2.7m (8.9ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-11-AD, Location: MINTURN INTERCHANGE (Lat: 39.608208, Lng: -106.448761), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 12.24m (40.16ft), Average Daily Traffic: 39,000 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 64,350 (year 2031), Design Load: HS 20+Mod, Features Intersected: US 6/24, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.367, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 238.0m (780.8ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 2.7m (8.9ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-11-AD, Location: MINTURN INTERCHANGE (Lat: 39.608208, Lng: -106.448761), Route carried "under" structure: US 6E, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 4,900 (year 2008), Truck Traffic: 4%, Features Intersected: US 6/24, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 280.897, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: F-11-AD, Location: MINTURN INTERCHANGE (Lat: 39.608208, Lng: -106.448761), Route carried "under" structure: US 6E, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 4,900 (year 2008), Truck Traffic: 4%, Features Intersected: US 6/24, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 280.897, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: F-11-AD, Location: MINTURN INTERCHANGE (Lat: 39.608208, Lng: -106.448761), Route carried "under" structure: US 24A, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2008), Truck Traffic: 4%, Features Intersected: US 6/24, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 0.05m (0.16ft), Kilometerpoint: 0.231, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: F-11-AD, Location: MINTURN INTERCHANGE (Lat: 39.608208, Lng: -106.448761), Route carried "under" structure: US 24A, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2008), Truck Traffic: 4%, Features Intersected: US 6/24, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 0.05m (0.16ft), Kilometerpoint: 0.231, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: F-11-AF, Location: 0.3 MI E OF JCT US 6 + 24 (Lat: 39.610722, Lng: -106.445406), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 32,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 50,560 (year 2031), Design Load: HS 20+Mod, Features Intersected: GORE CREEK, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.572, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 232.0m (761.2ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-11-AF, Location: 0.3 MI E OF JCT US 6 + 24 (Lat: 39.610722, Lng: -106.445406), Route carried "on" structure: Interstate 70A, Year Built: 1970, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 32,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 50,560 (year 2031), Design Load: HS 20+Mod, Features Intersected: GORE CREEK, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.572, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 232.0m (761.2ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-11-BE, Location: 4 MI. S. OF MINTURN (Lat: 39.555158, Lng: -106.401650), Route carried "on" structure: US 24A, Year Built: 1991, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 2,600 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,614 (year 2031), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.555, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 1.3m (4.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-11-BE, Location: 4 MI. S. OF MINTURN (Lat: 39.555158, Lng: -106.401650), Route carried "on" structure: US 24A, Year Built: 1991, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 2,600 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,614 (year 2031), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.555, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 1.3m (4.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2014, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F-11-BF, Location: 4 MI. S. OF MINTURN (Lat: 39.552633, Lng: -106.401278), Route carried "on" structure: US 24A, Year Built: 1991, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 2,600 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,614 (year 2031), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.878, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-11-BF, Location: 4 MI. S. OF MINTURN (Lat: 39.552633, Lng: -106.401278), Route carried "on" structure: US 24A, Year Built: 1991, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 2,600 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,614 (year 2031), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.878, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: MINTRN-CEMETARY, Location: 0.01 MI NE OF US 24 (Lat: 39.581944, Lng: -106.423611), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.27m (0.89ft), Average Daily Traffic: 145 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 219 (year 2033), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 5.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: MINTRN-CEMETARY, Location: 0.01 MI NE OF US 24 (Lat: 39.581944, Lng: -106.423611), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.27m (0.89ft), Average Daily Traffic: 145 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 219 (year 2033), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 5.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: MINTRN-S-14, Location: 0.01 MI N OF US 24 (Lat: 39.605556, Lng: -106.442222), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 251 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 379 (year 2033), Features Intersected: EAGLE RIVER, Facility Carried by Structure: CO RD S-14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 1.9m (6.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MINTRN-S-14, Location: 0.01 MI N OF US 24 (Lat: 39.605556, Lng: -106.442222), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 251 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 379 (year 2033), Features Intersected: EAGLE RIVER, Facility Carried by Structure: CO RD S-14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 1.9m (6.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MINTRN-TAYLORST, Location: N OF MAIN ST/SH 24 (Lat: 39.589167, Lng: -106.431389), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1986, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 866 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 1,307 (year 2033), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: TAYLOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 84.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: MINTRN-TAYLORST, Location: N OF MAIN ST/SH 24 (Lat: 39.589167, Lng: -106.431389), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1986, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 866 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 1,307 (year 2033), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: TAYLOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 84.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: REDCLF-HIGH ST, Location: REDCLIFF WATER STORAGE TK (Lat: 39.519167, Lng: -106.351389), Route carried "on" structure: City street , Year Built: 1995, Status: Posted for load, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 46 (year 2033), Features Intersected: TURKEY CREEK, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 0.4m (1.3ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 1.0m (3.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 9.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Bridge Improvement Cost: $850,000, Roadway Improvement Cost: $212,000, Total Project Cost: $1,062,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: REDCLF-HIGH ST, Location: REDCLIFF WATER STORAGE TK (Lat: 39.519167, Lng: -106.351389), Route carried "on" structure: City street , Year Built: 1995, Status: Posted for load, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 46 (year 2033), Features Intersected: TURKEY CREEK, Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 0.4m (1.3ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 1.0m (3.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 9.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Bridge Improvement Cost: $850,000, Roadway Improvement Cost: $212,000, Total Project Cost: $1,062,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
