Bridge Statistics for Luray, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 121ft / 37.5mTotal length
- $652,000Total costs
- 1,934Total average daily traffic
- 394Total average daily truck traffic
- 2,885Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Luray
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 11930-1939
- 31990-1999
- 42000-2009
- 32010-2019
- Bridge Condition - Deck
- 30.8%Very good
- 46.2%Good
- 15.4%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 7.7%Excellent
- 7.7%Very good
- 61.5%Good
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 15.4%Excellent
- 23.1%Good
- 30.8%Satisfactory
- 15.4%Fair
- 7.7%Poor
- 7.7%Serious
- Bridge Condition - Channel
- 15.4%Good
- 53.8%Satisfactory
- 23.1%Fair
- 7.7%Poor
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Structure Number: 11889, Location: S 9 T 65 N R 9 W (Lat: 40.454014, Lng: -91.903297), Route carried "on" structure: US 136, Year Built: 1999, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 1,420 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 2,201 (year 2041), Design Load: HS 20+Mod, Features Intersected: N WYACONDA RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 369.204, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 11889, Location: S 9 T 65 N R 9 W (Lat: 40.454014, Lng: -91.903297), Route carried "on" structure: US 136, Year Built: 1999, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 1,420 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 2,201 (year 2041), Design Load: HS 20+Mod, Features Intersected: N WYACONDA RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 369.204, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 1327, Location: S 27 T 66 N R 9 W (Lat: 40.493944, Lng: -91.890389), Route carried "on" structure: County highway 33, Year Built: 1915, Year Reconstructed: 1983, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2039), Features Intersected: N LINN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1327, Location: S 27 T 66 N R 9 W (Lat: 40.493944, Lng: -91.890389), Route carried "on" structure: County highway 33, Year Built: 1915, Year Reconstructed: 1983, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2039), Features Intersected: N LINN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 13367, Location: S 26 T 66 N R 9 W (Lat: 40.491972, Lng: -91.865972), Route carried "on" structure: County highway 36, Year Built: 1997, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Features Intersected: N LINN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13367, Location: S 26 T 66 N R 9 W (Lat: 40.491972, Lng: -91.865972), Route carried "on" structure: County highway 36, Year Built: 1997, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Features Intersected: N LINN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1395, Location: S 1 T 66 N R 9 W (Lat: 40.473972, Lng: -91.834306), Route carried "on" structure: County highway 52, Year Built: 1992, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Features Intersected: S LINN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1395, Location: S 1 T 66 N R 9 W (Lat: 40.473972, Lng: -91.834306), Route carried "on" structure: County highway 52, Year Built: 1992, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Features Intersected: S LINN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16272, Location: S 12 T 65 N R 9 W (Lat: 40.446917, Lng: -91.836417), Route carried "on" structure: County highway 115, Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2039), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 16272, Location: S 12 T 65 N R 9 W (Lat: 40.446917, Lng: -91.836417), Route carried "on" structure: County highway 115, Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2039), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 16672, Location: S 26 T 65 N R 9 W (Lat: 40.401111, Lng: -91.863056), Route carried "on" structure: County highway 128, Year Built: 1910, Status: Closed, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2039), Features Intersected: BR OF N WAYACONDA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Poor, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.29m (0.95ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2019, Critical Feature Inspection Date: August 2019, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 16672, Location: S 26 T 65 N R 9 W (Lat: 40.401111, Lng: -91.863056), Route carried "on" structure: County highway 128, Year Built: 1910, Status: Closed, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2039), Features Intersected: BR OF N WAYACONDA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Poor, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.29m (0.95ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2019, Critical Feature Inspection Date: August 2019, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 29642, Location: S 23 T 65 N R 9 W (Lat: 40.415694, Lng: -91.869472), Route carried "on" structure: County highway 125, Year Built: 2003, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Design Load: HS 20+Mod, Features Intersected: N WYACONDA RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29642, Location: S 23 T 65 N R 9 W (Lat: 40.415694, Lng: -91.869472), Route carried "on" structure: County highway 125, Year Built: 2003, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Design Load: HS 20+Mod, Features Intersected: N WYACONDA RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30202, Location: S 5 T 65 N R 9 W (Lat: 40.467306, Lng: -91.914000), Route carried "on" structure: County highway 116, Year Built: 2004, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2039), Design Load: HS 20, Features Intersected: N WYACONDA RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30202, Location: S 5 T 65 N R 9 W (Lat: 40.467306, Lng: -91.914000), Route carried "on" structure: County highway 116, Year Built: 2004, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2039), Design Load: HS 20, Features Intersected: N WYACONDA RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3119, Location: S 9 T 65 N R 9 W (Lat: 40.449250, Lng: -91.906222), Route carried "on" structure: County highway 118, Year Built: 2005, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Features Intersected: BR OF N WYACONDA R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3119, Location: S 9 T 65 N R 9 W (Lat: 40.449250, Lng: -91.906222), Route carried "on" structure: County highway 118, Year Built: 2005, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Features Intersected: BR OF N WYACONDA R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32277, Location: S 36 T 66 N R 9 W (Lat: 40.487486, Lng: -91.849428), Route carried "on" structure: State highway AA, Year Built: 2008, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 198 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 287 (year 2041), Design Load: HS 20, Features Intersected: LINN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.664, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32277, Location: S 36 T 66 N R 9 W (Lat: 40.487486, Lng: -91.849428), Route carried "on" structure: State highway AA, Year Built: 2008, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 198 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 287 (year 2041), Design Load: HS 20, Features Intersected: LINN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.664, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3331, Location: S 9 T 65 N R 9 W (Lat: 40.449500, Lng: -91.898833), Route carried "on" structure: County highway 118, Year Built: 2010, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 45 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2039), Design Load: HS 20, Features Intersected: N WYACONDA RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3331, Location: S 9 T 65 N R 9 W (Lat: 40.449500, Lng: -91.898833), Route carried "on" structure: County highway 118, Year Built: 2010, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 45 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2039), Design Load: HS 20, Features Intersected: N WYACONDA RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3452, Location: S 16 T 65 N R 9 W (Lat: 40.440639, Lng: -91.901028), Route carried "on" structure: County highway 110, Year Built: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Features Intersected: WYANCONDA RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 84.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3452, Location: S 16 T 65 N R 9 W (Lat: 40.440639, Lng: -91.901028), Route carried "on" structure: County highway 110, Year Built: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Features Intersected: WYANCONDA RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 84.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35584, Location: S 7 T 65 N R 8 W (Lat: 40.446667, Lng: -91.823611), Route carried "on" structure: County highway 132, Year Built: 2016, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 6 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 8 (year 2039), Design Load: HS 20, Features Intersected: HONEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: 35584, Location: S 7 T 65 N R 8 W (Lat: 40.446667, Lng: -91.823611), Route carried "on" structure: County highway 132, Year Built: 2016, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 6 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 8 (year 2039), Design Load: HS 20, Features Intersected: HONEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up