Bridge Statistics for Farmington, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 11021D,  Location: 1000 W. 500 S.,FARMINGTON (Lat: 40.972111,  Lng: -111.910611),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 200 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 243 (year 2022),  Design Load: HS 20,  Features Intersected: FARMINGTON CREEK,  Facility Carried by Structure: 500 SOUTH 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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $270,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C 448,  Location: 200 W.GLOVERS LN.FARMINGT (Lat: 40.965444,  Lng: -111.892111),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 1,000 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,215 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) & UPRR,  Facility Carried by Structure: GLOVER'S LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 519.059,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.20m (43.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $891,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $1,470,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C 449,  Location: WEST STATE ST.FARMINGTON (Lat: 40.980500,  Lng: -111.898083),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 4,800 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,832 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) & UPRR,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 520.856,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.20m (43.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,094,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,805,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C 893,  Location: CHERRY HILLS INTERCHANGE (Lat: 41.012000,  Lng: -111.911497),  Route carried "on" structure: State highway 273,  Year Built: 2000,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 14,605 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,745 (year 2022),  Design Load: HS 20,  Features Intersected: US-89 (SR-89)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.2m (125.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.20m (30.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $2,018,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $3,330,000 ( Estimate for 2000),  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: E2491,  Location: 10 W.600 N.FARMINGTON (Lat: 40.990278,  Lng: -111.890556),  Route carried "on" structure: State highway 106,  Year Built: 2004,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,875 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,998 (year 2022),  Design Load: HS 20,  Features Intersected: FARMINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.047,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: F 695,  Location: AT SHEPHARD LANE INTSEC. (Lat: 41.000333,  Lng: -111.907556),  Route carried "on" structure: US 89,  Year Built: 2004,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 33,495 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,696 (year 2022),  Design Load: HS 25,  Features Intersected: SR-106, SHEPHARD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 542.735,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.0m (108.3ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: November 2007,  Bridge Improvement Cost: $1,713,000,  Total Project Cost: $1,713,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 714,  Location: WEST OF LAGOON INTCHG. (Lat: 40.988500,  Lng: -111.906583),  Route carried "on" structure: State highway 225,  Year Built: 2004,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 3,001 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,646 (year 2022),  Design Load: HS 25,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.475,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 715,  Location: Farmington Interchange (Lat: 40.989444,  Lng: -111.907500),  Route carried "on" structure: State highway 225,  Year Built: 2004,  Status: Open,  Structure Length: 11.21m (36.78ft),  Average Daily Traffic: 5,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,075 (year 2024),  Design Load: HS 25,  Features Intersected: I-15 (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 4,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 716,  Location: LAGOON INTERCHANGE (Lat: 40.991389,  Lng: -111.902556),  Route carried "on" structure: State highway 225,  Year Built: 2004,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 8,910 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,826 (year 2022),  Design Load: HS 25,  Features Intersected: US-89 (SR-89)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 296,  Location: 1.0 MI.SO.of LAGOON INT. (Lat: 40.973111,  Lng: -111.892528),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,343 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,847 (year 2022),  Design Load: HS 20,  Features Intersected: SR-227 SBL,  Facility Carried by Structure: LAGOON DRIVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $324,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $534,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1F 692,  Location: CHERRY HILLS INTCHG. (Lat: 41.008944,  Lng: -111.911333),  Route carried "on" structure: Ramp US 89,  Year Built: 2004,  Status: Open,  Structure Length: 9.79m (32.12ft),  Average Daily Traffic: 5,000 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,075 (year 2024),  Design Load: HS 25,  Features Intersected: NB.FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 543.600,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.8m (153.5ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,593,000,  Total Project Cost: $1,593,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3C 521,  Location: 0.5 Mi. N. of Glover Lane (Lat: 40.970806,  Lng: -111.892331),  Route carried "on" structure: Ramp State highway 227,  Year Built: 1973,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 2,638 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,205 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) NBL & SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.70m (41.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,054,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,739,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3C 869,  Location: LAGOON INTERCHANGE (Lat: 40.987889,  Lng: -111.902028),  Route carried "on" structure: US 89,  Year Built: 2004,  Status: Open,  Structure Length: 17.24m (56.56ft),  Average Daily Traffic: 21,820 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,511 (year 2022),  Design Load: HS 25,  Features Intersected: I-15 (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 541.992,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.3m (220.8ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 691,  Location: CHERRY HILLS INTCHG. (Lat: 41.009944,  Lng: -111.912806),  Route carried "on" structure: Ramp US 89,  Year Built: 2004,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,645 (year 2024),  Design Load: HS 25,  Features Intersected: SB. SHEPHERD LANE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 543.882,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.8m (153.5ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,366,000,  Total Project Cost: $1,366,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C 448,  Location: 200 W.GLOVERS LN.FARMINGT (Lat: 40.965444,  Lng: -111.892111),  Route carried "under" structure: Interstate 15,  Year Built: 1973,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 130,136 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) & UPRR,  Facility Carried by Structure: GLOVER'S LANE
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 519.059,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: C 449,  Location: WEST STATE ST.FARMINGTON (Lat: 40.980500,  Lng: -111.898083),  Route carried "under" structure: Interstate 15,  Year Built: 1973,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 120,360 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) & UPRR,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 0.70m (2.30ft),  Kilometerpoint: 520.856,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: C 893,  Location: CHERRY HILLS INTERCHANGE (Lat: 41.012000,  Lng: -111.911497),  Route carried "under" structure: US 89,  Year Built: 2000,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 33,130 (year 2002),  Truck Traffic: 4%,  Features Intersected: US-89 (SR-89),  Facility Carried by Structure: SR-273
Minimum Vertical Clearance: 6.51m (21.36ft),  Kilometerpoint: 544.904,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.2m (125.3ft)

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Structure Number: F 583,  Location: ADJ. TO STATE ST. STRUCT. (Lat: 40.980417,  Lng: -111.898025),  Route carried "under" structure: Interstate 15,  Year Built: 1993,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 130,136 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 520.842,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: F 695,  Location: AT SHEPHARD LANE INTSEC. (Lat: 41.000333,  Lng: -111.907556),  Route carried "under" structure: State highway 106,  Year Built: 2004,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 10,000 (year 2002),  Truck Traffic: 5%,  Features Intersected: SR-106, SHEPHARD LANE,  Facility Carried by Structure: US-89 (SR-89)
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 15.208,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: F 715,  Location: Farmington Interchange (Lat: 40.989444,  Lng: -111.907500),  Route carried "under" structure: Interstate 15,  Year Built: 2004,  Structure Length: 11.21m (36.78ft),  Average Daily Traffic: 100,001 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-15 (SR-15),  Facility Carried by Structure: SR-225 Park Lane
Minimum Vertical Clearance: 7.66m (25.13ft),  Kilometerpoint: 522.426,  Lanes on structure: 4,  Lanes under structure: 14,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: F 716,  Location: LAGOON INTERCHANGE (Lat: 40.991389,  Lng: -111.902556),  Route carried "under" structure: US 89,  Year Built: 2004,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 34,215 (year 2002),  Truck Traffic: 15%,  Features Intersected: US-89 (SR-89),  Facility Carried by Structure: SR-225, BURKE LANE
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 542.346,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 1F 296,  Location: 1.0 MI.SO.of LAGOON INT. (Lat: 40.973111,  Lng: -111.892528),  Route carried "under" structure: State highway 227,  Year Built: 1973,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,618 (year 2002),  Truck Traffic: 5%,  Features Intersected: SR-227 SBL,  Facility Carried by Structure: LAGOON DRIVE ROAD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1F 692,  Location: CHERRY HILLS INTCHG. (Lat: 41.008944,  Lng: -111.911333),  Route carried "under" structure: Ramp US 89,  Year Built: 2004,  Structure Length: 9.79m (32.12ft),  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 10%,  Features Intersected: NB.FRONTAGE ROAD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.8m (153.5ft)

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Structure Number: 3C 521,  Location: 0.5 Mi. N. of Glover Lane (Lat: 40.970806,  Lng: -111.892331),  Route carried "under" structure: Interstate 15,  Year Built: 1973,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 120,360 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: SR-227,SB.WALKER L
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 519.682,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 3C 869,  Location: LAGOON INTERCHANGE (Lat: 40.987889,  Lng: -111.902028),  Route carried "under" structure: Interstate 15,  Year Built: 2004,  Structure Length: 17.24m (56.56ft),  Average Daily Traffic: 74,225 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15),  Facility Carried by Structure: US-89 (SR-89), SBL
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 521.426,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.3m (220.8ft)

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Structure Number: 3F 691,  Location: CHERRY HILLS INTCHG. (Lat: 41.009944,  Lng: -111.912806),  Route carried "under" structure: Ramp US 89,  Year Built: 2004,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 2,000 (year 2002),  Truck Traffic: 15%,  Features Intersected: SB. SHEPHERD LANE RAMP
Minimum Vertical Clearance: 0.60m (1.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.8m (153.5ft)