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Bridge Statistics for American Fork, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: American Fork, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 24 Total length: 90 meters (295ft) Total costs: $11,520,000 Total average daily traffic: 615,989 Total average daily truck traffic: 156,307 National Bridge Inventory (NBI) Registered Bridges for American Fork
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 49001D, Location: 200 S. 100 E. AMER. FORK (Lat: 40.372778, Lng: -111.795386), Route carried "on" structure: City street , Year Built: 1925, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,800 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 2,187 (year 2023), Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 200 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: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 27.0 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: Better than present minimum criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $14,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49002D, Location: 50 E. 400 S., AMER. FORK (Lat: 40.368972, Lng: -111.796444), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 800 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 972 (year 2023), Design Load: HS 20, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 400 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: 7.9m (25.9ft), 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 or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: 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: Equal to present minimum criteria, Waterway Adequacy: Better than 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: November 2007, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $14,000, Total Project Cost: $225,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49003D, Location: CENTER ST., SO. OF I-15 (Lat: 40.368194, Lng: -111.798278), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,800 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 2,187 (year 2023), Design Load: HS 20, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: AMER.FK.CITY STR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.7m (38.4ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $11,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49064C, Location: 750 WEST MEADOW LANE (Lat: 40.383333, Lng: -111.819167), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 500 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 608 (year 2023), Design Load: HS 20, Features Intersected: MILL CREEK WETLANDS, Facility Carried by Structure: MEADOW LANE 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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.9m (137.5ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Satisfactory, 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49069V, Location: 450 N.400 E.AMERICAN FORK (Lat: 40.385250, Lng: -111.787833), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,215 (year 2023), Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 400 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: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Fair, 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $9,000, Total Project Cost: $153,000 Find on map >>
Structure Number: 49073E, Location: 250 N.300 E.AMERICAN FORK (Lat: 40.381944, Lng: -111.790417), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,215 (year 2023), Design Load: HS 20, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 300 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: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $219,000 Find on map >>
Structure Number: 49075E, Location: 270 E.200 N.AMERICAN FORK (Lat: 40.381083, Lng: -111.791528), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,215 (year 2023), Design Load: HS 20, Features Intersected: AMERICAN FORK CREEK, 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: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Channel: Satisfactory, Culverts: 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 desirable criteria, Waterway Adequacy: Better than 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: November 2007, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $26,000, Total Project Cost: $423,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49077D, Location: 100 E.250 S.IN AMER.FORK. (Lat: 40.371833, Lng: -111.795525), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 243 (year 2023), Design Load: HS 20, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: SCHOOL ENT. RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft) 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $11,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49091F, Location: 500 E.700 N.,AMERCIAN.FK. (Lat: 40.391528, Lng: -111.785556), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,215 (year 2023), Design Load: HS 20, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 700 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: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), 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: 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 desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $638,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 49094F, Location: 520 NORTH 450 EAST (Lat: 40.387361, Lng: -111.787778), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 200 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 243 (year 2023), Design Load: HS 20, Features Intersected: AMERICAN FORK RIVER, Facility Carried by Structure: 450 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: 13.7m (44.9ft), Skew: 2 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: 13.7m (44.9ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: 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: 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 desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $657,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C 344, Location: W.MAIN in AMERICAN FORK (Lat: 40.376750, Lng: -111.819667), Route carried "on" structure: State highway 145, Year Built: 1964, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 16,450 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 19,987 (year 2022), Design Load: HS 20, Features Intersected: I-15 (SR-15), NBL & SBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.130, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, 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: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,065,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,758,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: C 347, Location: 5th EAST, AMER.FORK.INT. (Lat: 40.360167, Lng: -111.785472), Route carried "on" structure: State highway 180, Year Built: 1964, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 18,905 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 22,970 (year 2022), Design Load: HS 20, Features Intersected: I-15 (SR-15) NBL & SBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.50m (31.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $864,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,425,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: D 686, Location: 100 WEST IN AMERICAN FORK (Lat: 40.368306, Lng: -111.798056), Route carried "on" structure: Interstate 15, Year Built: 1961, Year Reconstructed: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 109,810 (year 2002), Truck Traffic: 29%, Average Future Daily Traffic: 133,419 (year 2022), Design Load: HS 20, Features Intersected: AMERICAN FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.610, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 80.3m (263.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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: November 2007, Bridge Improvement Cost: $710,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,172,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E2474, Location: 175 E.MAIN,AMERICAN FORK (Lat: 40.376222, Lng: -111.793222), Route carried "on" structure: US 89, Year Built: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40,519 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 49,231 (year 2022), Design Load: HS 20, Features Intersected: AMERICAN FORK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 492.998, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 15 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1C 345, Location: IN AMERICAN FORK (Lat: 40.373083, Lng: -111.806775), Route carried "on" structure: Interstate 15, Year Built: 1963, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 51,232 (year 2002), Truck Traffic: 28%, Average Future Daily Traffic: 62,247 (year 2022), Design Load: HS 20, Features Intersected: 300 WEST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 447.256, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.9m (55.4ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $624,000, Roadway Improvement Cost: $62,000, Total Project Cost: $1,029,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 1C 346, Location: IN AMERICAN FORK (Lat: 40.366944, Lng: -111.795000), Route carried "on" structure: Interstate 15, Year Built: 1964, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 51,232 (year 2002), Truck Traffic: 28%, Average Future Daily Traffic: 62,247 (year 2022), Design Load: HS 20, Features Intersected: 100 EAST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.035, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.9m (55.4ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $661,000, Roadway Improvement Cost: $66,000, Total Project Cost: $1,091,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3C 345, Location: IN AMERICAN FORK (Lat: 40.372972, Lng: -111.807886), Route carried "on" structure: Interstate 15, Year Built: 1963, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 51,233 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 62,248 (year 2022), Design Load: HS 20, Features Intersected: 300 WEST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 447.287, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.9m (55.4ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $624,000, Roadway Improvement Cost: $62,000, Total Project Cost: $1,029,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3C 346, Location: IN AMERICAN FORK (Lat: 40.366750, Lng: -111.795500), Route carried "on" structure: Interstate 15, Year Built: 1964, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 51,233 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 62,248 (year 2022), Design Load: HS 20, Features Intersected: 100 EAST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.001, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $661,000, Roadway Improvement Cost: $66,000, Total Project Cost: $1,091,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C 344, Location: W.MAIN in AMERICAN FORK (Lat: 40.376750, Lng: -111.819667), Route carried "under" structure: Interstate 15, Year Built: 1964, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 109,810 (year 2002), Truck Traffic: 29%, Features Intersected: I-15 (SR-15), NBL & SBL, Facility Carried by Structure: SR-145,INT.X-ROAD Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 448.341, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: C 347, Location: 5th EAST, AMER.FORK.INT. (Lat: 40.360167, Lng: -111.785472), Route carried "under" structure: Interstate 15, Year Built: 1964, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 102,465 (year 2002), Truck Traffic: 29%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: SR-180, INT.X-ROAD Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 444.985, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 1C 345, Location: IN AMERICAN FORK (Lat: 40.373083, Lng: -111.806775), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,200 (year 2002), Truck Traffic: 4%, Features Intersected: 300 WEST STREET, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft) Find on map >>
Structure Number: 1C 346, Location: IN AMERICAN FORK (Lat: 40.366944, Lng: -111.795000), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 600 (year 2002), Truck Traffic: 4%, Features Intersected: 100 EAST STREET, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 44.616, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 3C 345, Location: IN AMERICAN FORK (Lat: 40.372972, Lng: -111.807886), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 4%, Features Intersected: 300 WEST STREET, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft) Find on map >>
Structure Number: 3C 346, Location: IN AMERICAN FORK (Lat: 40.366750, Lng: -111.795500), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 4%, Features Intersected: 100 EAST STREET, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Discuss this city on our hugely popular Utah forum Back to: American Fork, UT, Utah, All US cities.
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