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Bridge Statistics for Logan, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Logan, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 25 meters (82ft) Total costs: $6,416,000 Total average daily traffic: 86,842 Total average daily truck traffic: 2,201 Total future (year 2022) average daily traffic: 105,299 National Bridge Inventory (NBI) Registered Bridges for Logan
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 5001D, Location: 1 MILE SOUTH OF LOGAN (Lat: 41.703028, Lng: -111.842500), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 350 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 425 (year 2022), Features Intersected: BLACKSMITH FORK RIVER, Facility Carried by Structure: COUNTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft) 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: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $10,000, Total Project Cost: $171,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5002D, Location: 1550 SO. PARK AVE, LOGAN (Lat: 41.706222, Lng: -111.853056), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,200 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,458 (year 2022), Design Load: H 15, Features Intersected: LOGAN RIVER, Facility Carried by Structure: LOGAN CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $21,000, Total Project Cost: $353,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5011F, Location: 250 W. 1000 SO.- LOGAN (Lat: 41.716056, Lng: -111.839969), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,215 (year 2022), Design Load: HS 20, Features Intersected: LOGAN RIVER, Facility Carried by Structure: 1000 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: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, 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: August 2006, Bridge Improvement Cost: $377,000, Roadway Improvement Cost: $38,000, Total Project Cost: $623,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5018D, Location: 250 SO. 300 W. IN LOGAN (Lat: 41.727194, Lng: -111.842833), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,200 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 2,673 (year 2022), Features Intersected: BENSON CANAL, Facility Carried by Structure: 300 W. ST. LOGAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), 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: 2.8m (9.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $275,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5019D, Location: 150 SO. 100 W. IN LOGAN (Lat: 41.728694, Lng: -111.837778), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,500 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,608 (year 2022), Features Intersected: BENSON CANAL, Facility Carried by Structure: 100 W. ST. LOGAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $15,000, Total Project Cost: $242,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5029C, Location: 900 EAST 100 NORTH LOGAN (Lat: 41.732861, Lng: -111.811944), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1975, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 2,430 (year 2022), Features Intersected: LOGAN RIVER, Facility Carried by Structure: 100 NO. ST. LOGAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $21,000, Total Project Cost: $345,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5038F, Location: 800 EAST CENTER STREET (Lat: 41.731000, Lng: -111.815139), Route carried "on" structure: City street , Year Built: 1983, Year Reconstructed: 1991, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,575 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 4,344 (year 2022), Features Intersected: LOGAN RIVER, Facility Carried by Structure: LOGAN CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $26,000, Total Project Cost: $431,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5040D, Location: 750 NO.600 EAST IN LOGAN (Lat: 41.745194, Lng: -111.819275), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,997 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 9,716 (year 2022), Features Intersected: LOGAN-NORTHERN CANAL, Facility Carried by Structure: 600 EAST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Very good, Superstructure: Very 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $491,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5043D, Location: 250 E. 500 NO. LOGAN (Lat: 41.740806, Lng: -111.828194), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,600 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 4,374 (year 2022), Features Intersected: HYDE PARK CANAL, Facility Carried by Structure: 500 NO. ST. LOGAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $278,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5044D, Location: 270 E. 600 NO. LOGAN (Lat: 41.742722, Lng: -111.827886), Route carried "on" structure: City street , Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,600 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 4,374 (year 2022), Features Intersected: HYDE PARK CANAL, Facility Carried by Structure: 600 NO. ST. LOGAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $360,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5045D, Location: 900 E.1400 NO.IN LOGAN (Lat: 41.756944, Lng: -111.811944), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,500 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 3,038 (year 2022), Features Intersected: LOGAN NORTHERN CANAL, Facility Carried by Structure: 1400 NORTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $15,000, Total Project Cost: $242,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5046D, Location: 210 NO. 200 E. LOGAN (Lat: 41.735833, Lng: -111.829553), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 2,430 (year 2022), Features Intersected: HYDE PARK CANAL, Facility Carried by Structure: 200 E. ST. LOGAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 7 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $464,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5048D, Location: 500 E 200 NO IN LOGAN (Lat: 41.735083, Lng: -111.821972), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 2,430 (year 2022), Features Intersected: HYDE PARK CANAL, Facility Carried by Structure: 200 NORTH 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: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $16,000, Total Project Cost: $269,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5053F, Location: 1200 SO 1000 WEST LOGAN (Lat: 41.706083, Lng: -111.860386), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 2,430 (year 2022), Design Load: HS 20, Features Intersected: LOGAN RIVER, Facility Carried by Structure: 1000 WEST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, 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: 30.2m (99.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $36,000, Total Project Cost: $591,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: D 54, Location: 600 SOUTH MAIN IN LOGAN (Lat: 41.721000, Lng: -111.835083), Route carried "on" structure: US 91, Year Built: 1918, Year Reconstructed: 1951, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 40,745 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 49,505 (year 2022), Design Load: HS 15, Features Intersected: LOGAN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.593, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 25.6m (84.0ft) 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: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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: October 2007, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $879,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: D 73, Location: 1000 NO.800 EAST IN LOGAN (Lat: 41.755222, Lng: -111.813694), Route carried "on" structure: State highway 237, Year Built: 1950, Year Reconstructed: 1969, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,575 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 4,344 (year 2022), Design Load: HS 20, Features Intersected: LOGAN-NORTHERN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.178, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $402,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F 729, Location: At mouth of Logan Canyon (Lat: 41.742889, Lng: -111.786889), Route carried "on" structure: US 89, Year Built: 2005, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 7,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 8,505 (year 2026), Design Load: H 20, Features Intersected: Logan River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 742.839, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.9m (91.5ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular Utah forum Back to: Logan, UT, Utah, All US cities.
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