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

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Structure Number: 49056C,  Location: 1180 NO.200 E.,SANTAQUIN. (Lat: 39.994833,  Lng: -111.780803),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 42 (year 2003),  Average Future Daily Traffic: 51 (year 2023),  Features Intersected: HIGHLINE CANAL,  Facility Carried by Structure: 200 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $92,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $152,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 49093F,  Location: Summit Ridge S. of Santaq (Lat: 39.949722,  Lng: -111.816667),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 3.39m (11.12ft),  Average Daily Traffic: 300 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 600 (year 2027),  Design Load: HS 25,  Features Intersected: Railroad,  Facility Carried by Structure: Summit Ridge Pky
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.4m (106.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C 763,  Location: SW.SIDE OF SANTAQUIN (Lat: 39.965722,  Lng: -111.785139),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 12,845 (year 2002),  Truck Traffic: 28%,  Average Future Daily Traffic: 15,607 (year 2022),  Design Load: HS 20,  Features Intersected: SANTAQUIN CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 392.436,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $570,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 128,  Location: SANTAQUIN INTERCHANGE (Lat: 39.975472,  Lng: -111.772278),  Route carried "on" structure: Interstate 15,  Year Built: 1967,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 12,408 (year 2002),  Truck Traffic: 28%,  Average Future Daily Traffic: 15,076 (year 2022),  Design Load: HS 20,  Features Intersected: US-6 (SR-6), INT. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 393.981,  Lanes on structure: 2,  Lanes under structure: 3,  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: 18.0m (59.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $774,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3C 763,  Location: SW SIDE OF SANTAQUIN (Lat: 39.966361,  Lng: -111.784969),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 12,435 (year 2002),  Truck Traffic: 30%,  Average Future Daily Traffic: 15,109 (year 2022),  Design Load: HS 20,  Features Intersected: SANTAQUIN CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 392.458,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $570,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 128,  Location: SANTAQUIN INTERCHANGE (Lat: 39.975806,  Lng: -111.772500),  Route carried "on" structure: Interstate 15,  Year Built: 1967,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 12,160 (year 2002),  Truck Traffic: 30%,  Average Future Daily Traffic: 14,774 (year 2022),  Design Load: HS 20,  Features Intersected: US-6 (SR-6), INT. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 393.947,  Lanes on structure: 2,  Lanes under structure: 3,  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: 18.0m (59.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $774,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1C 763,  Location: SW.SIDE OF SANTAQUIN (Lat: 39.965722,  Lng: -111.785139),  Route carried "under" structure: County highway ,  Year Built: 1989,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 250 (year 2002),  Truck Traffic: 10%,  Features Intersected: SANTAQUIN CANYON ROAD,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 1F 128,  Location: SANTAQUIN INTERCHANGE (Lat: 39.975472,  Lng: -111.772278),  Route carried "under" structure: US 6,  Year Built: 1967,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 12,755 (year 2002),  Truck Traffic: 9%,  Features Intersected: US-6 (SR-6), INT. X-ROAD,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 258.355,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 3C 763,  Location: SW SIDE OF SANTAQUIN (Lat: 39.966361,  Lng: -111.784969),  Route carried "under" structure: County highway ,  Year Built: 1989,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 250 (year 2002),  Truck Traffic: 10%,  Features Intersected: SANTAQUIN CANYON ROAD,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 3F 128,  Location: SANTAQUIN INTERCHANGE (Lat: 39.975806,  Lng: -111.772500),  Route carried "under" structure: US 6,  Year Built: 1967,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 3,520 (year 2002),  Truck Traffic: 9%,  Features Intersected: US-6 (SR-6), INT. X-ROAD,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 25.832,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)