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

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Structure Number: 3008D, Location: NW SIDE OF TREMONTON (Lat: 41.725417, Lng: -112.201417), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 756 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 919 (year 2030), Features Intersected: HIGHLINE CANAL, Facility Carried by Structure: CITY RD-TREMONTON
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: November 2009, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $10,000, Total Project Cost: $161,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3009V, Location: NW SIDE OF TREMONTON (Lat: 41.723389, Lng: -112.200750), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 164 (year 2010), Average Future Daily Traffic: 199 (year 2030), Design Load: HS 20, Features Intersected: WEST CANAL, Facility Carried by Structure: CITY RD-TREMONTON
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)

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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009

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Structure Number: 3042F, Location: SOUTH SIDE OF TREMONTON (Lat: 41.697361, Lng: -112.161833), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 403 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 490 (year 2030), Features Intersected: MALAD RIVER, Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3045E, Location: NW.SIDE OF TREMONTON (Lat: 41.725500, Lng: -112.195556), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 693 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 842 (year 2030), Design Load: HS 20, Features Intersected: WEST CANAL, Facility Carried by Structure: TREMONTON CITY RD.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft)

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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009

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Structure Number: 3054E, Location: 2000 West 990 North (Lat: 41.725000, Lng: -112.196111), Route carried "on" structure: Alternate City street , Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 756 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 945 (year 2030), Design Load: HS 20, Features Intersected: West Canal, Facility Carried by Structure: 2000 WEST
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 24.7m (81.0ft)

Condition: Channel: Excellent, Culverts: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009

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Structure Number: E2541, Location: At Haws Corner (Lat: 41.712222, Lng: -112.142778), Route carried "on" structure: State highway 102, Year Built: 2005, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 7,805 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 9,483 (year 2030), Design Load: HS 20+Mod, Features Intersected: CORRINE CANAL
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 28.117, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.4m (70.2ft)

Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: May 2009

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Structure Number: F 545, Location: EAST SIDE OF TREMONTON (Lat: 41.711861, Lng: -112.161056), Route carried "on" structure: State highway 102, Year Built: 1988, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 8,145 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 10,362 (year 2030), Design Load: HS 20, Features Intersected: MALAD RIVER
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 26.613, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 23.3m (76.4ft)

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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, 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: 1F 184, Location: SOUTH TREMONTON (Lat: 41.699000, Lng: -112.180611), Route carried "on" structure: Interstate 15, Year Built: 1972, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 8,115 (year 2010), Truck Traffic: 24%, Average Future Daily Traffic: 18,441 (year 2030), Design Load: HS 20, Features Intersected: CO.RD.(IOWA STRING RD)
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 609.829, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)

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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1F 316, Location: SOUTH TREMONTON (Lat: 41.694194, Lng: -112.170500), Route carried "on" structure: Interstate 15, Year Built: 1972, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,115 (year 2010), Truck Traffic: 24%, Average Future Daily Traffic: 18,441 (year 2030), Design Load: HS 20, Features Intersected: COUNTY ROAD & UPRR
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 608.913, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)

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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $565,000, Roadway Improvement Cost: $57,000, Total Project Cost: $933,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: 1F 514, Location: WEST OF TREMONTON (Lat: 41.710861, Lng: -112.192192), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 7,920 (year 2010), Truck Traffic: 24%, Average Future Daily Traffic: 18,441 (year 2030), Design Load: HS 20, Features Intersected: SR-102
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 611.601, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft)

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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $59,000, Total Project Cost: $975,000 ( Estimate for 2010), 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: 1F 517, Location: I-15,I-84 INT.@ TREMONTON (Lat: 41.704625, Lng: -112.192928), Route carried "on" structure: Ramp Interstate 15, Year Built: 1990, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 1,890 (year 2010), Truck Traffic: 24%, Average Future Daily Traffic: 2,296 (year 2030), Design Load: HS 20, Features Intersected: I-84 (SR-84)
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 609.872, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)

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: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.40m (30.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $859,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,418,000 ( Estimate for 2010), 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: 2F 184, Location: SOUTH TREMONTON (Lat: 41.699389, Lng: -112.180500), Route carried "on" structure: Interstate 84, Year Built: 1972, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 4,770 (year 2010), Truck Traffic: 22%, Average Future Daily Traffic: 5,796 (year 2030), Design Load: HS 20, Features Intersected: CO.RD.(IOWA STRING RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.481, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $723,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3F 316, Location: SOUTH TREMONTON (Lat: 41.693936, Lng: -112.170761), Route carried "on" structure: Interstate 15, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 8,115 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 18,441 (year 2030), Design Load: HS 20, Features Intersected: COUNTY ROAD & UPRR
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 608.831, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3F 514, Location: WEST OF TREMONTON (Lat: 41.711361, Lng: -112.192747), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 7,920 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 18,441 (year 2030), Design Load: H 20, Features Intersected: SR-102
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 611.657, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)

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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, 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: 3F 517, Location: I-15, I-84 INT.-TREMONTON (Lat: 41.704392, Lng: -112.192603), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 8,115 (year 2010), Truck Traffic: 26%, Average Future Daily Traffic: 18,441 (year 2030), Design Load: HS 20, Features Intersected: I-84 (SR-84)
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 609.846, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, 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: 1F 184, Location: SOUTH TREMONTON (Lat: 41.699000, Lng: -112.180611), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,275 (year 2010), Truck Traffic: 10%, Features Intersected: CO.RD.(IOWA STRING RD), Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1F 316, Location: SOUTH TREMONTON (Lat: 41.694194, Lng: -112.170500), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 850 (year 2010), Truck Traffic: 10%, Features Intersected: COUNTY ROAD & UPRR, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1F 514, Location: WEST OF TREMONTON (Lat: 41.710861, Lng: -112.192192), Route carried "under" structure: State highway 102, Year Built: 1990, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 8,140 (year 2010), Truck Traffic: 5%, Features Intersected: SR-102, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 24.006, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 1F 517, Location: I-15,I-84 INT.@ TREMONTON (Lat: 41.704625, Lng: -112.192928), Route carried "under" structure: Interstate 84, Year Built: 1990, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 4,770 (year 2010), Truck Traffic: 23%, Features Intersected: I-84 (SR-84)
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 67.079, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 2F 184, Location: SOUTH TREMONTON (Lat: 41.699389, Lng: -112.180500), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,275 (year 2010), Truck Traffic: 10%, Features Intersected: CO.RD.(IOWA STRING RD), Facility Carried by Structure: I-84 (SR-84) EBL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 3F 316, Location: SOUTH TREMONTON (Lat: 41.693936, Lng: -112.170761), Route carried "under" structure: County highway , Year Built: 1972, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 850 (year 2010), Truck Traffic: 10%, Features Intersected: COUNTY ROAD & UPRR, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 7.53m (24.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 3F 514, Location: WEST OF TREMONTON (Lat: 41.711361, Lng: -112.192747), Route carried "under" structure: State highway 102, Year Built: 1990, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 8,140 (year 2010), Truck Traffic: 5%, Features Intersected: SR-102, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 23.974, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 3F 517, Location: I-15, I-84 INT.-TREMONTON (Lat: 41.704392, Lng: -112.192603), Route carried "under" structure: Interstate 84, Year Built: 1990, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 10,470 (year 2010), Truck Traffic: 23%, Features Intersected: I-84 (SR-84), Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 67.047, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)