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

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Structure Number: C 483,  Location: GENTILE ST IN LAYTON (Lat: 41.060056,  Lng: -111.963694),  Route carried "on" structure: State highway 109,  Year Built: 1966,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 21,865 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,566 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) NBL & SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.80m (32.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,354,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,234,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: D 718,  Location: SR-126 over I-15 (Lat: 41.055278,  Lng: -111.961389),  Route carried "on" structure: Ramp State highway 126,  Year Built: 1966,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 19,895 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,172 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) NBL & SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $873,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,440,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D 736,  Location: CHURCH STREET IN LAYTON (Lat: 41.063083,  Lng: -111.967250),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 3,000 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,645 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 532.259,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 13.1m (43.0ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,137,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: F 171,  Location: Syracuse Int Antelope Dr. (Lat: 41.089111,  Lng: -111.991111),  Route carried "on" structure: State highway 108,  Year Built: 1967,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 36,670 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,554 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) NBL & SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,852,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $3,056,000,  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: 1D 708,  Location: N. Layton Intch Hillfield (Lat: 41.073889,  Lng: -111.976389),  Route carried "on" structure: Interstate 15,  Year Built: 1965,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 39,415 (year 2002),  Truck Traffic: 26%,  Average Future Daily Traffic: 47,889 (year 2022),  Design Load: HS 20,  Features Intersected: SR-232
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 533.639,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $605,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $999,000 ( 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: 3D 708,  Location: N. Layton Intch Hillfield (Lat: 41.074056,  Lng: -111.977053),  Route carried "on" structure: Interstate 15,  Year Built: 1965,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 39,415 (year 2002),  Truck Traffic: 26%,  Average Future Daily Traffic: 47,889 (year 2022),  Design Load: HS 20,  Features Intersected: SR-232
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 533.686,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $605,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $999,000 ( 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 483,  Location: GENTILE ST IN LAYTON (Lat: 41.060056,  Lng: -111.963694),  Route carried "under" structure: Interstate 15,  Year Built: 1966,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 78,830 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: SR-109,GENTILE ST.
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 531.744,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: D 718,  Location: SR-126 over I-15 (Lat: 41.055278,  Lng: -111.961389),  Route carried "under" structure: Interstate 15,  Year Built: 1966,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 78,830 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: SR-126
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 531.404,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: D 736,  Location: CHURCH STREET IN LAYTON (Lat: 41.063083,  Lng: -111.967250),  Route carried "under" structure: Interstate 15,  Year Built: 1966,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 78,830 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 532.259,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: F 171,  Location: Syracuse Int Antelope Dr. (Lat: 41.089111,  Lng: -111.991111),  Route carried "under" structure: Interstate 15,  Year Built: 1967,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 80,135 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: SR-108,SYRACUSE RD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 535.727,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 1D 708,  Location: N. Layton Intch Hillfield (Lat: 41.073889,  Lng: -111.976389),  Route carried "under" structure: State highway 232,  Year Built: 1965,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 35,025 (year 2002),  Truck Traffic: 4%,  Features Intersected: SR-232,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.225,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 3D 708,  Location: N. Layton Intch Hillfield (Lat: 41.074056,  Lng: -111.977053),  Route carried "under" structure: State highway 232,  Year Built: 1965,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 35,025 (year 2002),  Truck Traffic: 4%,  Features Intersected: SR-232,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.193,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)