Bridge Statistics for American Fork, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 33Number of bridges
- 289ft / 88.2mTotal length
- 2,092,811Total average daily traffic
- 379,179Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for American Fork
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11960-1969
- 11970-1979
- 21980-1989
- 31990-1999
- 32000-2009
- 222010-2019
- Bridge Condition - Deck
- 61.1%Good
- 33.3%Satisfactory
- 5.6%Fair
- Bridge Condition - Superstructure
- 50.0%Very good
- 33.3%Good
- 11.1%Satisfactory
- 5.6%Fair
- Bridge Condition - Substructure
- 72.2%Good
- 22.2%Satisfactory
- 5.6%Fair
- Bridge Condition - Channel
- 26.7%Very good
- 53.3%Good
- 20.0%Satisfactory
- Bridge Condition - Culverts
- 16.7%Good
- 66.7%Satisfactory
- 16.7%Poor
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Structure Number: 49001D, Location: 200 S. 100 E., AMER. FORK (Lat: 40.372678, Lng: -111.795486), Route carried "on" structure: City street 2963, Year Built: 1925, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 625 (year 2040), Design Load: HL 93, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.960, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), 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: 12.6m (41.3ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 49001D, Location: 200 S. 100 E., AMER. FORK (Lat: 40.372678, Lng: -111.795486), Route carried "on" structure: City street 2963, Year Built: 1925, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 625 (year 2040), Design Load: HL 93, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.960, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), 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: 12.6m (41.3ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 49002D, Location: 50 E. 400 S., AMER. FORK (Lat: 40.368867, Lng: -111.796683), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,008 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,225 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 49002D, Location: 50 E. 400 S., AMER. FORK (Lat: 40.368867, Lng: -111.796683), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,008 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,225 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 49064C, Location: 750 WEST MEADOW LANE (Lat: 40.383278, Lng: -111.819378), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 766 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK WETLANDS, Facility Carried by Structure: MEADOW LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 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: 17.6m (57.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 49064C, Location: 750 WEST MEADOW LANE (Lat: 40.383278, Lng: -111.819378), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 766 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK WETLANDS, Facility Carried by Structure: MEADOW LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 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: 17.6m (57.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 49069V, Location: 450 N. 400 E., AMER. FORK (Lat: 40.385250, Lng: -111.787833), Route carried "on" structure: City street , Year Built: 1975, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HS 20+Mod, 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: 13.1m (43.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021
Structure Number: 49069V, Location: 450 N. 400 E., AMER. FORK (Lat: 40.385250, Lng: -111.787833), Route carried "on" structure: City street , Year Built: 1975, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HS 20+Mod, 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: 13.1m (43.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021
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Structure Number: 49073E, Location: 250 N. 300 E., AMER. FORK (Lat: 40.381739, Lng: -111.790581), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 300 EAST STREET
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 49073E, Location: 250 N. 300 E., AMER. FORK (Lat: 40.381739, Lng: -111.790581), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 300 EAST STREET
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 49075E, Location: 270 E. 200 N., AMER. FORK (Lat: 40.381019, Lng: -111.791839), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 200 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.117, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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 or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 49075E, Location: 270 E. 200 N., AMER. FORK (Lat: 40.381019, Lng: -111.791839), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 200 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.117, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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 or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 49077D, Location: 100 E. 250 S., AMER. FORK (Lat: 40.371833, Lng: -111.795528), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 307 (year 2040), Design Load: HS 20+Mod, 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: City or Municipal Highway 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: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 49077D, Location: 100 E. 250 S., AMER. FORK (Lat: 40.371833, Lng: -111.795528), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 307 (year 2040), Design Load: HS 20+Mod, 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: City or Municipal Highway 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: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, 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: 49088D, Location: 6800 NORTH 6000 WEST (Lat: 40.355258, Lng: -111.801344), Route carried "on" structure: Alternate County highway , Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 189 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 6800 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 49088D, Location: 6800 NORTH 6000 WEST (Lat: 40.355258, Lng: -111.801344), Route carried "on" structure: Alternate County highway , Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 189 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 6800 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 49091F, Location: 500 E. 700 N., AMER. FORK (Lat: 40.391592, Lng: -111.786142), Route carried "on" structure: City street 2922, Year Built: 1998, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 6,704 (year 2020), Average Future Daily Traffic: 8,380 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 700 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.052, 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: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 49091F, Location: 500 E. 700 N., AMER. FORK (Lat: 40.391592, Lng: -111.786142), Route carried "on" structure: City street 2922, Year Built: 1998, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 6,704 (year 2020), Average Future Daily Traffic: 8,380 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: 700 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.052, 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: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 49094F, Location: 520 N. 450 E., AMER. FORK (Lat: 40.387303, Lng: -111.787508), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 306 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK RIVER, Facility Carried by Structure: 450 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 49094F, Location: 520 N. 450 E., AMER. FORK (Lat: 40.387303, Lng: -111.787508), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 306 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK RIVER, Facility Carried by Structure: 450 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 49101E, Location: CENTER ST., SO. OF 1-15 (Lat: 40.368250, Lng: -111.798286), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HL 93, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: AMER.FK.CITY STR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: September 2021, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 49101E, Location: CENTER ST., SO. OF 1-15 (Lat: 40.368250, Lng: -111.798286), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HL 93, Features Intersected: AMERICAN FORK CREEK, Facility Carried by Structure: AMER.FK.CITY STR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: September 2021, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 49108E, Location: ART DYE PARK, AMER. FORK (Lat: 40.396872, Lng: -111.786442), Route carried "on" structure: City street 2886, Year Built: 2015, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 2,462 (year 2020), Average Future Daily Traffic: 3,078 (year 2040), Design Load: HL 93, Features Intersected: AMERICAN FORK RIVER, Facility Carried by Structure: 980 NORTH AM FORK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 2.615, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 70.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: September 2021
Structure Number: 49108E, Location: ART DYE PARK, AMER. FORK (Lat: 40.396872, Lng: -111.786442), Route carried "on" structure: City street 2886, Year Built: 2015, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 2,462 (year 2020), Average Future Daily Traffic: 3,078 (year 2040), Design Load: HL 93, Features Intersected: AMERICAN FORK RIVER, Facility Carried by Structure: 980 NORTH AM FORK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 2.615, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 70.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: September 2021
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Structure Number: C 989, Location: SO.of 5th EAST INT. in AF (Lat: 40.355364, Lng: -111.778106), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 10.93m (35.86ft), Average Daily Traffic: 5,000 (year 2020), Average Future Daily Traffic: 7,000 (year 2040), Design Load: HL 93, Features Intersected: I-15 (SR-15), Facility Carried by Structure: SAM WHITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.181, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.9m (176.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 989, Location: SO.of 5th EAST INT. in AF (Lat: 40.355364, Lng: -111.778106), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 10.93m (35.86ft), Average Daily Traffic: 5,000 (year 2020), Average Future Daily Traffic: 7,000 (year 2040), Design Load: HL 93, Features Intersected: I-15 (SR-15), Facility Carried by Structure: SAM WHITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.181, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.9m (176.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E2474, Location: 175 E.MAIN,AMERICAN FORK (Lat: 40.376406, Lng: -111.793261), Route carried "on" structure: US 89, Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 29,905 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 37,381 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 560.677, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 52.1m (170.9ft), Skew: 15 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: E2474, Location: 175 E.MAIN,AMERICAN FORK (Lat: 40.376406, Lng: -111.793261), Route carried "on" structure: US 89, Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 29,905 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 37,381 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMERICAN FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 560.677, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 52.1m (170.9ft), Skew: 15 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1F 811, Location: At 100 West 300 South (Lat: 40.368331, Lng: -111.797342), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: AMERICAN FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.807, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.7m (97.4ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 29.7m (97.4ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 811, Location: At 100 West 300 South (Lat: 40.368331, Lng: -111.797342), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: AMERICAN FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.807, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.7m (97.4ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 29.7m (97.4ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 812, Location: SE AREA of AMERICAN FORK (Lat: 40.366828, Lng: -111.795014), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: 100 E. in AMERICAN FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.549, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 812, Location: SE AREA of AMERICAN FORK (Lat: 40.366828, Lng: -111.795014), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: 100 E. in AMERICAN FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.549, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 819, Location: 300 So.300 W.in An. Fk. (Lat: 40.372983, Lng: -111.806858), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: 300 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 447.775, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.4m (109.6ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 33.4m (109.6ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 819, Location: 300 So.300 W.in An. Fk. (Lat: 40.372983, Lng: -111.806858), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: 300 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 447.775, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.4m (109.6ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 33.4m (109.6ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2F 785, Location: West end, A.F.Main Street (Lat: 40.376875, Lng: -111.819678), Route carried "on" structure: State highway , Year Built: 2010, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 24,235 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 30,294 (year 2040), Design Load: HL 93, Features Intersected: I-15, (SR-15), Facility Carried by Structure: SR-145, EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2F 785, Location: West end, A.F.Main Street (Lat: 40.376875, Lng: -111.819678), Route carried "on" structure: State highway , Year Built: 2010, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 24,235 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 30,294 (year 2040), Design Load: HL 93, Features Intersected: I-15, (SR-15), Facility Carried by Structure: SR-145, EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2F 816, Location: 5th East, Amer. Fork INT. (Lat: 40.360947, Lng: -111.785322), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 8.85m (29.04ft), Average Daily Traffic: 18,190 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 22,738 (year 2040), Design Load: HL 93, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: SR-180, 5th East
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.116, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.4m (142.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2F 816, Location: 5th East, Amer. Fork INT. (Lat: 40.360947, Lng: -111.785322), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 8.85m (29.04ft), Average Daily Traffic: 18,190 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 22,738 (year 2040), Design Load: HL 93, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: SR-180, 5th East
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.116, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.4m (142.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 811, Location: At 100 West 300 So. in AF (Lat: 40.368425, Lng: -111.798008), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: AMERICAN FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.639, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.7m (97.4ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 29.7m (97.4ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 811, Location: At 100 West 300 So. in AF (Lat: 40.368425, Lng: -111.798008), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: AMERICAN FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.639, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.7m (97.4ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 29.7m (97.4ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 812, Location: SE part of American Fork (Lat: 40.366811, Lng: -111.795497), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: 100 E. in AMERICAN FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.360, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 812, Location: SE part of American Fork (Lat: 40.366811, Lng: -111.795497), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: 100 E. in AMERICAN FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.360, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 819, Location: In American Fork (Lat: 40.372981, Lng: -111.807750), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: 300 West Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 447.618, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.4m (109.6ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 33.4m (109.6ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 819, Location: In American Fork (Lat: 40.372981, Lng: -111.807750), Route carried "on" structure: Interstate 15, Year Built: 2011, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 228,324 (year 2040), Design Load: HL 93, Features Intersected: 300 West Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 447.618, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.4m (109.6ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 33.4m (109.6ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4F 785, Location: West end A.F.Main Street (Lat: 40.376631, Lng: -111.817636), Route carried "on" structure: State highway , Year Built: 2010, Status: Open, Structure Length: 11.91m (39.07ft), Average Daily Traffic: 24,235 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 30,294 (year 2040), Design Load: HL 93, Features Intersected: I-15, (SR-15), Facility Carried by Structure: SR-145, WB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 58.1m (190.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4F 785, Location: West end A.F.Main Street (Lat: 40.376631, Lng: -111.817636), Route carried "on" structure: State highway , Year Built: 2010, Status: Open, Structure Length: 11.91m (39.07ft), Average Daily Traffic: 24,235 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 30,294 (year 2040), Design Load: HL 93, Features Intersected: I-15, (SR-15), Facility Carried by Structure: SR-145, WB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 58.1m (190.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4F 816, Location: 5th East, Amer. Fork INT. (Lat: 40.360253, Lng: -111.785711), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 8.85m (29.04ft), Average Daily Traffic: 18,190 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 22,738 (year 2040), Design Load: HL 93, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: SR-180, 5th East
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.4m (142.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4F 816, Location: 5th East, Amer. Fork INT. (Lat: 40.360253, Lng: -111.785711), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 8.85m (29.04ft), Average Daily Traffic: 18,190 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 22,738 (year 2040), Design Load: HL 93, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: SR-180, 5th East
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.4m (142.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: C 989, Location: SO.of 5th EAST INT. in AF (Lat: 40.355364, Lng: -111.778106), Route carried "under" structure: Interstate 15, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 176,044 (year 2020), Truck Traffic: 19%, Features Intersected: I-15 (SR-15), Facility Carried by Structure: SAM WHITE ROAD
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 444.036, Lanes on structure: 2, Lanes under structure: 14, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.9m (176.8ft)
Structure Number: C 989, Location: SO.of 5th EAST INT. in AF (Lat: 40.355364, Lng: -111.778106), Route carried "under" structure: Interstate 15, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 176,044 (year 2020), Truck Traffic: 19%, Features Intersected: I-15 (SR-15), Facility Carried by Structure: SAM WHITE ROAD
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 444.036, Lanes on structure: 2, Lanes under structure: 14, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.9m (176.8ft)
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Structure Number: 1F 812, Location: SE AREA of AMERICAN FORK (Lat: 40.366828, Lng: -111.795014), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Features Intersected: 100 E. in AMERICAN FORK, Facility Carried by Structure: I-15NB, (SR-15)
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
Structure Number: 1F 812, Location: SE AREA of AMERICAN FORK (Lat: 40.366828, Lng: -111.795014), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Features Intersected: 100 E. in AMERICAN FORK, Facility Carried by Structure: I-15NB, (SR-15)
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
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Structure Number: 1F 819, Location: 300 So.300 W.in An. Fk. (Lat: 40.372983, Lng: -111.806858), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Features Intersected: 300 WEST STREET, Facility Carried by Structure: I-15NB (SR-15)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 1F 819, Location: 300 So.300 W.in An. Fk. (Lat: 40.372983, Lng: -111.806858), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Features Intersected: 300 WEST STREET, Facility Carried by Structure: I-15NB (SR-15)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 2F 785, Location: West end, A.F.Main Street (Lat: 40.376875, Lng: -111.819678), Route carried "under" structure: Interstate 15, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Features Intersected: I-15, (SR-15), Facility Carried by Structure: SR-145, EB
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 448.106, Lanes on structure: 4, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.4m (185.0ft)
Structure Number: 2F 785, Location: West end, A.F.Main Street (Lat: 40.376875, Lng: -111.819678), Route carried "under" structure: Interstate 15, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 182,659 (year 2020), Truck Traffic: 18%, Features Intersected: I-15, (SR-15), Facility Carried by Structure: SR-145, EB
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 448.106, Lanes on structure: 4, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.4m (185.0ft)
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Structure Number: 2F 816, Location: 5th East, Amer. Fork INT. (Lat: 40.360947, Lng: -111.785322), Route carried "under" structure: Interstate 15, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 176,044 (year 2020), Truck Traffic: 19%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: SR-180, 5th East
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 444.985, Lanes on structure: 2, Lanes under structure: 12, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.4m (142.4ft)
Structure Number: 2F 816, Location: 5th East, Amer. Fork INT. (Lat: 40.360947, Lng: -111.785322), Route carried "under" structure: Interstate 15, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 176,044 (year 2020), Truck Traffic: 19%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: SR-180, 5th East
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 444.985, Lanes on structure: 2, Lanes under structure: 12, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.4m (142.4ft)
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Structure Number: 3F 812, Location: SE part of American Fork (Lat: 40.366811, Lng: -111.795497), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Features Intersected: 100 E. in AMERICAN FORK, Facility Carried by Structure: I-15SB, (SR-15)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
Structure Number: 3F 812, Location: SE part of American Fork (Lat: 40.366811, Lng: -111.795497), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Features Intersected: 100 E. in AMERICAN FORK, Facility Carried by Structure: I-15SB, (SR-15)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
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Structure Number: 3F 819, Location: In American Fork (Lat: 40.372981, Lng: -111.807750), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 500 (year 2020), Features Intersected: 300 West Street, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 3F 819, Location: In American Fork (Lat: 40.372981, Lng: -111.807750), Route carried "under" structure: City street , Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 500 (year 2020), Features Intersected: 300 West Street, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 4F 785, Location: West end A.F.Main Street (Lat: 40.376631, Lng: -111.817636), Route carried "under" structure: Interstate 15, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 149,034 (year 2020), Truck Traffic: 17%, Features Intersected: I-15, (SR-15), Facility Carried by Structure: SR-145, WB.
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 452.868, Lanes on structure: 4, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 58.1m (190.6ft)
Structure Number: 4F 785, Location: West end A.F.Main Street (Lat: 40.376631, Lng: -111.817636), Route carried "under" structure: Interstate 15, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 149,034 (year 2020), Truck Traffic: 17%, Features Intersected: I-15, (SR-15), Facility Carried by Structure: SR-145, WB.
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 452.868, Lanes on structure: 4, Lanes under structure: 12, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 58.1m (190.6ft)
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Structure Number: 4F 816, Location: 5th East, Amer. Fork INT. (Lat: 40.360253, Lng: -111.785711), Route carried "under" structure: Interstate 15, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 176,044 (year 2020), Truck Traffic: 19%, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: SR-180, 5th East
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 444.961, Lanes on structure: 2, Lanes under structure: 12, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.4m (142.4ft)
Structure Number: 4F 816, Location: 5th East, Amer. Fork INT. (Lat: 40.360253, Lng: -111.785711), Route carried "under" structure: Interstate 15, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 176,044 (year 2020), Truck Traffic: 19%, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: SR-180, 5th East
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 444.961, Lanes on structure: 2, Lanes under structure: 12, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.4m (142.4ft)