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

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Structure Number: FRT-17.5-K.25,  Location: .3 MI N OF OTTLEY AVE (Lat: 39.167667,  Lng: -108.729136),  Route carried "on" structure: City street 18,  Year Built: 1970,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 1,880 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,384 (year 2024),  Features Intersected: LITTLE SALT WASH,  Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $26,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: FRT-18-K.5,  Location: .5 MI N OF RD K (Lat: 39.170444,  Lng: -108.719806),  Route carried "on" structure: City street 18,  Year Built: 1969,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 1,012 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,821 (year 2024),  Design Load: HS 20,  Features Intersected: LITTLE SALT WASH,  Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  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,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $25,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: FRT-18.5-K.99A,  Location: JUST S OF RD L (Lat: 39.177833,  Lng: -108.710525),  Route carried "on" structure: City street 19,  Year Built: 1987,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 559 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,007 (year 2024),  Features Intersected: LITTLE SALT WASH,  Facility Carried by Structure: COUNTY ROAD 18.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Roadway Improvement Cost: $15,000,  Total Project Cost: $15,000 ( Estimate for 2005)

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Structure Number: FRT-K-17-0.46A,  Location: .65 MI. E OF SH 6 (Lat: 39.164389,  Lng: -108.738944),  Route carried "on" structure: City street K.00,  Year Built: 2003,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 4,298 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,736 (year 2024),  Design Load: HS 25,  Features Intersected: LITTLE SALT WASH,  Facility Carried by Structure: OTTLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.0m (85.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: March 2006,  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: FRT-MESA-0.65,  Location: .1 MI N OF OTTLEY AVE (Lat: 39.165694,  Lng: -108.733694),  Route carried "on" structure: City street MESA,  Year Built: 1980,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 2,053 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,695 (year 2024),  Design Load: HS 20,  Features Intersected: LITTLE SALT WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Roadway Improvement Cost: $15,000,  Total Project Cost: $15,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H-02-FJ,  Location: FRUITA INTERCHANGE (Lat: 39.154722,  Lng: -108.736944),  Route carried "on" structure: State highway 340A,  Year Built: 1969,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 9,200 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,524 (year 2025),  Design Load: H 20,  Features Intersected: I 70 ML,  Facility Carried by Structure: SH 340 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.816,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H-02-FK,  Location: FRUITA (Lat: 39.156667,  Lng: -108.736111),  Route carried "on" structure: State highway 340A,  Year Built: 1969,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 4,600 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,762 (year 2025),  Design Load: HS 20,  Features Intersected: US 6 ML, UP RR,  Facility Carried by Structure: SH 340 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.658,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2002),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H-02-FL,  Location: FRUITA (Lat: 39.155278,  Lng: -108.736389),  Route carried "on" structure: State highway 340A,  Year Built: 1969,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 4,600 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,762 (year 2025),  Design Load: HS 20,  Features Intersected: US 6 ML, UP RR,  Facility Carried by Structure: SH 340 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.656,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2002),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H-02-GI,  Location: W. EDGE OF FRUITA (Lat: 39.160000,  Lng: -108.742778),  Route carried "on" structure: US 6A,  Year Built: 1987,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6,100 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,930 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: LITTLE SALT WASH,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.639,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 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 48 months,  Inspection Date: November 2006

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Structure Number: H-02-FJ,  Location: FRUITA INTERCHANGE (Lat: 39.154722,  Lng: -108.736944),  Route carried "under" structure: Interstate 70A,  Year Built: 1969,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 7,600 (year 2005),  Truck Traffic: 23%,  Features Intersected: I 70 ML,  Facility Carried by Structure: SH 340 ML
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 31.285,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: H-02-FK,  Location: FRUITA (Lat: 39.156667,  Lng: -108.736111),  Route carried "under" structure: US 6A,  Year Built: 1969,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 4,300 (year 2005),  Truck Traffic: 11%,  Features Intersected: US 6 ML, UP RR,  Facility Carried by Structure: SH 340 ML WBND
Minimum Vertical Clearance: 7.98m (26.18ft),  Kilometerpoint: 3.232,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.0m (72.2ft)

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Structure Number: H-02-FL,  Location: FRUITA (Lat: 39.155278,  Lng: -108.736389),  Route carried "under" structure: US 6A,  Year Built: 1969,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 4,300 (year 2005),  Truck Traffic: 11%,  Features Intersected: US 6 ML, UP RR,  Facility Carried by Structure: SH 340 ML EBND
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 32.318,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.0m (72.2ft)