Bridge Statistics for Saginaw, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 151ft / 46.4mTotal length
- $4,508,000Total costs
- 55,672Total average daily traffic
- 14,843Total average daily truck traffic
- 102,543Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Saginaw
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 11940-1949
- 21990-1999
- 32000-2009
- Bridge Condition - Deck
- 12.5%Excellent
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 12.5%Very good
- 12.5%Good
- 25.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 70.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 13125, Location: S 5 T 26 N R 32 W (Lat: 37.011258, Lng: -94.443869), Route carried "on" structure: County highway 29, Year Built: 1930, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 620 (year 2041), Design Load: H 10, Features Intersected: BR OF SHOAL CR, Facility Carried by Structure: REINMILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13125, Location: S 5 T 26 N R 32 W (Lat: 37.011258, Lng: -94.443869), Route carried "on" structure: County highway 29, Year Built: 1930, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 620 (year 2041), Design Load: H 10, Features Intersected: BR OF SHOAL CR, Facility Carried by Structure: REINMILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22945, Location: S 31 T 27 N R 32 W (Lat: 37.018747, Lng: -94.471550), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 660 (year 2041), Design Load: HS 20, Features Intersected: THURMAN CR, Facility Carried by Structure: REDDINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22945, Location: S 31 T 27 N R 32 W (Lat: 37.018747, Lng: -94.471550), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 660 (year 2041), Design Load: HS 20, Features Intersected: THURMAN CR, Facility Carried by Structure: REDDINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22946, Location: S 31 T 27 N R 32 W (Lat: 37.025344, Lng: -94.468872), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,240 (year 2041), Features Intersected: THURMAN CR, Facility Carried by Structure: SAGINAW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22946, Location: S 31 T 27 N R 32 W (Lat: 37.025344, Lng: -94.468872), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,240 (year 2041), Features Intersected: THURMAN CR, Facility Carried by Structure: SAGINAW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30225, Location: S 20 T 27 N R 32 W (Lat: 37.023739, Lng: -94.470117), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 83 (year 2041), Design Load: HS 20+Mod, Features Intersected: THURMAN CR, Facility Carried by Structure: MCCUTCHEON LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.4 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30225, Location: S 20 T 27 N R 32 W (Lat: 37.023739, Lng: -94.470117), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 83 (year 2041), Design Load: HS 20+Mod, Features Intersected: THURMAN CR, Facility Carried by Structure: MCCUTCHEON LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.4 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4148, Location: S 9 T 26 N R 32 W (Lat: 36.985608, Lng: -94.432667), Route carried "on" structure: Interstate 49, Year Built: 1993, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 26,575 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 49,164 (year 2041), Design Load: HS 20+Mod, Features Intersected: SHOAL CR DRAIN ARE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.502, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 60.7m (199.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 4148, Location: S 9 T 26 N R 32 W (Lat: 36.985608, Lng: -94.432667), Route carried "on" structure: Interstate 49, Year Built: 1993, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 26,575 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 49,164 (year 2041), Design Load: HS 20+Mod, Features Intersected: SHOAL CR DRAIN ARE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.502, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 60.7m (199.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 4152, Location: S 16 T 26 N R 32 W (Lat: 36.975789, Lng: -94.430844), Route carried "on" structure: Interstate 49, Year Built: 1994, Status: Open, Structure Length: 20.09m (65.91ft), Average Daily Traffic: 13,394 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 24,779 (year 2041), Design Load: HS 20+Mod, Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.521, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4152, Location: S 16 T 26 N R 32 W (Lat: 36.975789, Lng: -94.430844), Route carried "on" structure: Interstate 49, Year Built: 1994, Status: Open, Structure Length: 20.09m (65.91ft), Average Daily Traffic: 13,394 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 24,779 (year 2041), Design Load: HS 20+Mod, Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.521, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 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: 5933, Location: S 31 T 27 N R 32 W (Lat: 37.013919, Lng: -94.479564), Route carried "on" structure: Business State highway 49, Year Built: 1939, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 4,681 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 8,660 (year 2041), Design Load: H 15, Features Intersected: THURMAN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $50,000, Total Project Cost: $743,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5933, Location: S 31 T 27 N R 32 W (Lat: 37.013919, Lng: -94.479564), Route carried "on" structure: Business State highway 49, Year Built: 1939, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 4,681 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 8,660 (year 2041), Design Load: H 15, Features Intersected: THURMAN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $50,000, Total Project Cost: $743,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5934, Location: S 6 T 26 N R 32 W (Lat: 37.010767, Lng: -94.479650), Route carried "on" structure: Business State highway 49, Year Built: 1939, Status: Posted for load, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 4,681 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 8,660 (year 2041), Design Load: H 15, Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.582, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $2,368,000, Roadway Improvement Cost: $237,000, Total Project Cost: $3,553,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5934, Location: S 6 T 26 N R 32 W (Lat: 37.010767, Lng: -94.479650), Route carried "on" structure: Business State highway 49, Year Built: 1939, Status: Posted for load, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 4,681 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 8,660 (year 2041), Design Load: H 15, Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.582, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $2,368,000, Roadway Improvement Cost: $237,000, Total Project Cost: $3,553,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5935, Location: S 7 T 26 N R 32 W (Lat: 36.995550, Lng: -94.467989), Route carried "on" structure: Business State highway 49, Year Built: 1939, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 4,681 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 8,660 (year 2041), Design Load: H 15, Features Intersected: SMITH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.708, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2022
Structure Number: 5935, Location: S 7 T 26 N R 32 W (Lat: 36.995550, Lng: -94.467989), Route carried "on" structure: Business State highway 49, Year Built: 1939, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 4,681 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 8,660 (year 2041), Design Load: H 15, Features Intersected: SMITH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.708, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2022
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Structure Number: 9395, Location: S 6 T 26 N R 32 W (Lat: 37.002147, Lng: -94.474056), Route carried "on" structure: ServiceOther road , Year Built: 1940, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Features Intersected: E RD DTCH BUS 71, Facility Carried by Structure: PVT UNKNOWN S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than 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: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $14,000, Total Project Cost: $212,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Structure Number: 9395, Location: S 6 T 26 N R 32 W (Lat: 37.002147, Lng: -94.474056), Route carried "on" structure: ServiceOther road , Year Built: 1940, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Features Intersected: E RD DTCH BUS 71, Facility Carried by Structure: PVT UNKNOWN S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than 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: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $14,000, Total Project Cost: $212,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber