Bridge Statistics for Blue Mountain, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 89ft / 26.9mTotal length
- $400,884,000Total costs
- 35,307Total average daily traffic
- 7,464Total average daily truck traffic
- 38,335Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Blue Mountain
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 21950-1959
- 11960-1969
- 21970-1979
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 16.7%Good
- 50.0%Satisfactory
- 16.7%Poor
- Bridge Condition - Channel
- 18.2%Very good
- 36.4%Good
- 36.4%Satisfactory
- 9.1%Poor
- Bridge Condition - Culverts
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
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Structure Number: 31000150703051, Location: 1.7 MI N UNION CL (Lat: 34.621678, Lng: -89.013583), Route carried "on" structure: State highway 15, Year Built: 1940, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 8,300 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: H 15, Features Intersected: GUYTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.712, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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: September 2021
Structure Number: 31000150703051, Location: 1.7 MI N UNION CL (Lat: 34.621678, Lng: -89.013583), Route carried "on" structure: State highway 15, Year Built: 1940, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 8,300 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: H 15, Features Intersected: GUYTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.712, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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: September 2021
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Structure Number: 31000150703085, Location: 5.3 MI N UNION CL (Lat: 34.670081, Lng: -89.026533), Route carried "on" structure: State highway 15, Year Built: 1940, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8,300 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: H 15, Features Intersected: BROUGHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.272, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $163,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $400,000,000
Structure Number: 31000150703085, Location: 5.3 MI N UNION CL (Lat: 34.670081, Lng: -89.026533), Route carried "on" structure: State highway 15, Year Built: 1940, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8,300 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: H 15, Features Intersected: BROUGHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.272, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $163,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $400,000,000
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Structure Number: 310001507031, Location: 4.9 MI S SR 4 (Lat: 34.685406, Lng: -89.010208), Route carried "on" structure: State highway 15, Year Built: 1973, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 8,300 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: BROUGHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.612, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 310001507031, Location: 4.9 MI S SR 4 (Lat: 34.685406, Lng: -89.010208), Route carried "on" structure: State highway 15, Year Built: 1973, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 8,300 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: BROUGHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.612, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000150703107, Location: 4.2 MI S SR 4 (Lat: 34.690833, Lng: -89.000972), Route carried "on" structure: State highway 15, Year Built: 1973, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 8,300 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: TIPPAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.652, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: 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
Structure Number: 31000150703107, Location: 4.2 MI S SR 4 (Lat: 34.690833, Lng: -89.000972), Route carried "on" structure: State highway 15, Year Built: 1973, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 8,300 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: TIPPAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.652, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: 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
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Structure Number: SA7000000000047, Location: SEC 25 T 4S R 2E B (Lat: 34.709806, Lng: -89.035639), Route carried "on" structure: County highway 1117, Year Built: 1959, Year Reconstructed: 1984, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 90 (year 2035), Design Load: H 15, Features Intersected: SOUTH TIPPAH CREEK, Facility Carried by Structure: CR 805
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, 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, Number Of Approach Spans: 6, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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 desirable criteria, Length Of Structure Improvement: 6.11m (20.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $36,000, Total Project Cost: $488,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7000000000047, Location: SEC 25 T 4S R 2E B (Lat: 34.709806, Lng: -89.035639), Route carried "on" structure: County highway 1117, Year Built: 1959, Year Reconstructed: 1984, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 90 (year 2035), Design Load: H 15, Features Intersected: SOUTH TIPPAH CREEK, Facility Carried by Structure: CR 805
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, 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, Number Of Approach Spans: 6, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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 desirable criteria, Length Of Structure Improvement: 6.11m (20.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $36,000, Total Project Cost: $488,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7000000000049, Location: SEC 27 T 4S R 2E B (Lat: 34.706944, Lng: -89.071111), Route carried "on" structure: County highway 1118, Year Built: 1955, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 310 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 465 (year 2035), Design Load: H 10, Features Intersected: SORGHUM CREEK, Facility Carried by Structure: CR 800
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, 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, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7000000000049, Location: SEC 27 T 4S R 2E B (Lat: 34.706944, Lng: -89.071111), Route carried "on" structure: County highway 1118, Year Built: 1955, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 310 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 465 (year 2035), Design Load: H 10, Features Intersected: SORGHUM CREEK, Facility Carried by Structure: CR 800
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, 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, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7000000000076, Location: SEC 19 T 5S R 3E (Lat: 34.634583, Lng: -89.023889), Route carried "on" structure: County highway 251, Year Built: 2003, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 117 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2040), Design Load: HS 20, Features Intersected: JASPER CREEK, Facility Carried by Structure: CR 830
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7000000000076, Location: SEC 19 T 5S R 3E (Lat: 34.634583, Lng: -89.023889), Route carried "on" structure: County highway 251, Year Built: 2003, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 117 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2040), Design Load: HS 20, Features Intersected: JASPER CREEK, Facility Carried by Structure: CR 830
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7000000000132, Location: SEC 6 T 5S R 3E (Lat: 34.671111, Lng: -89.026389), Route carried "on" structure: County highway 620, Year Built: 1968, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 515 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 765 (year 2040), Design Load: HS 15, Features Intersected: BROUGHER CREEK, Facility Carried by Structure: EAST MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2015)
Structure Number: SA7000000000132, Location: SEC 6 T 5S R 3E (Lat: 34.671111, Lng: -89.026389), Route carried "on" structure: County highway 620, Year Built: 1968, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 515 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 765 (year 2040), Design Load: HS 15, Features Intersected: BROUGHER CREEK, Facility Carried by Structure: EAST MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2015)
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Structure Number: SA7000000000133, Location: SEC 7 T 5S R 3E (Lat: 34.669806, Lng: -89.026944), Route carried "on" structure: County highway 618, Year Built: 2008, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 885 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,320 (year 2040), Design Load: HS 20, Features Intersected: BROUGHER CREEK, Facility Carried by Structure: WEST MILL ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: October 2021
Structure Number: SA7000000000133, Location: SEC 7 T 5S R 3E (Lat: 34.669806, Lng: -89.026944), Route carried "on" structure: County highway 618, Year Built: 2008, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 885 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,320 (year 2040), Design Load: HS 20, Features Intersected: BROUGHER CREEK, Facility Carried by Structure: WEST MILL ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: October 2021
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Structure Number: SA7000000000137, Location: SEC 32 T 4S R 3E (Lat: 34.693150, Lng: -89.008614), Route carried "on" structure: County highway 239, Year Built: 2011, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2040), Design Load: HS 20, Features Intersected: BROUGHER CREEK, Facility Carried by Structure: CR 812
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7000000000137, Location: SEC 32 T 4S R 3E (Lat: 34.693150, Lng: -89.008614), Route carried "on" structure: County highway 239, Year Built: 2011, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2040), Design Load: HS 20, Features Intersected: BROUGHER CREEK, Facility Carried by Structure: CR 812
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA700000000A07, Location: SEC 26 T 5S R 2E (Lat: 34.622825, Lng: -89.070197), Route carried "on" structure: County highway 255, Year Built: 2016, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 110 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2035), Design Load: HS 20, Features Intersected: HELL CREEK, Facility Carried by Structure: CR 825
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: November 2020
Structure Number: SA700000000A07, Location: SEC 26 T 5S R 2E (Lat: 34.622825, Lng: -89.070197), Route carried "on" structure: County highway 255, Year Built: 2016, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 110 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2035), Design Load: HS 20, Features Intersected: HELL CREEK, Facility Carried by Structure: CR 825
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: November 2020