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

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Structure Number: I-17-GD,  Location: 0.3 MI NW OF JCT COLO AVE (Lat: 38.855000,  Lng: -104.890833),  Route carried "on" structure: US 24A,  Year Built: 1967,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 17,800 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,400 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CRYSTAL HILLS BLVD,  Facility Carried by Structure: US 24 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.710,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 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,  Underclear: Better than present minimum criteria,  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: I-17-GE,  Location: IN MANITOU SPRINGS (Lat: 38.855833,  Lng: -104.891111),  Route carried "on" structure: US 24A,  Year Built: 1967,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 17,800 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,400 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CRYSTAL HILLS BLVD,  Facility Carried by Structure: US 24 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.709,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.8 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,  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: I-17-GF,  Location: IN MANITOU SPRINGS (Lat: 38.858333,  Lng: -104.896389),  Route carried "on" structure: US 24A,  Year Built: 1969,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 14,300 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: EL PASO BLV,FOUNTAIN CRK,  Facility Carried by Structure: US 24 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.102,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Inventory Rating: 29.0 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.25m (20.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $329,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $493,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I-17-GG,  Location: IN MANITOU SPRINGS (Lat: 38.858611,  Lng: -104.896667),  Route carried "on" structure: US 24A,  Year Built: 1969,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 14,300 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: EL PASO BLV,FOUNTAIN CRK,  Facility Carried by Structure: US 24 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.101,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Inventory Rating: 34.5 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  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: I-17-GH,  Location: IN MANITOU SPRINGS (Lat: 38.858056,  Lng: -104.896667),  Route carried "on" structure: US 24A,  Year Built: 1969,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 3,900 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,700 (year 2026),  Design Load: HS 20,  Features Intersected: FOUNTAIN CREEK SR,  Facility Carried by Structure: US 24 SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.107,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Inventory Rating: 39.0 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,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $257,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I-17-GI,  Location: 1.0 MI NW OF JCT COLO AVE (Lat: 38.856944,  Lng: -104.896111),  Route carried "on" structure: Business US 24A,  Year Built: 1969,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 14,300 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,000 (year 2025),  Design Load: HS 20,  Features Intersected: US 24 BUSS RT,  Facility Carried by Structure: US 24 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.194,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Inventory Rating: 35.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.52m (18.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $435,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I-17-GJ,  Location: IN MANITOU SPRINGS (Lat: 38.857500,  Lng: -104.896111),  Route carried "on" structure: Business US 24A,  Year Built: 1969,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 14,300 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US 24 BUSS RT,  Facility Carried by Structure: US 24 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.192,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Inventory Rating: 35.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: I-17-GN,  Location: IN MANITOU SPRINGS (Lat: 38.862500,  Lng: -104.916667),  Route carried "on" structure: US 24A,  Year Built: 1969,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 28,600 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 50,908 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: WILLIAMS CANYON, RDWY,  Facility Carried by Structure: US 24 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 479.112,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.0m (170.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Critical Feature Inspection Date: May 2006,  Other Special Inspection Date: September 2005,  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: I-17-H,  Location: 0.8 MI SE OF MANITOU SPRI (Lat: 38.855833,  Lng: -104.886111),  Route carried "on" structure: Business US 24E,  Year Built: 1934,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 12,300 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,798 (year 2025),  Design Load: H 15,  Features Intersected: FOUNTAIN CREEK,  Facility Carried by Structure: US 24 BUSINESS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.260,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $173,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MANITOU-CANON,  Location: .1 MI N OF MANITOU AVENUE (Lat: 38.858417,  Lng: -104.916667),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,765 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,647 (year 2024),  Features Intersected: FOUNTAIN CREEK,  Facility Carried by Structure: CANON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 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: 1.4m (4.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Channel: Very good,  Culverts: Fair,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MANITOU-EL PASO,  Location: 0.1 MI W OF BECKERS LANE (Lat: 38.859639,  Lng: -104.892556),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,123 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,685 (year 2024),  Design Load: HS 20,  Features Intersected: BECKERS LN TRIB,  Facility Carried by Structure: EL PASO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  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: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MANITOU-PARKING,  Location: .0 MI N OF MANITOU STREET (Lat: 38.857306,  Lng: -104.914833),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 207 (year 2004),  Average Future Daily Traffic: 311 (year 2024),  Features Intersected: FOUNTAIN CREEK,  Facility Carried by Structure: PARKING LOT ACCESS
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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 5.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $238,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $357,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I-17-GI,  Location: 1.0 MI NW OF JCT COLO AVE (Lat: 38.856944,  Lng: -104.896111),  Route carried "under" structure: Business US 24E,  Year Built: 1969,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 15,700 (year 2005),  Truck Traffic: 3%,  Features Intersected: US 24 BUSS RT,  Facility Carried by Structure: US 24 ML WBND
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 4.426,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: I-17-GJ,  Location: IN MANITOU SPRINGS (Lat: 38.857500,  Lng: -104.896111),  Route carried "under" structure: Business US 24E,  Year Built: 1969,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 15,700 (year 2005),  Truck Traffic: 1%,  Features Intersected: US 24 BUSS RT,  Facility Carried by Structure: US 24 ML EBND
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 4.425,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)