Bridge Statistics for Sallis, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 115ft / 34.9mTotal length
- $3,220,000Total costs
- 8,720Total average daily traffic
- 999Total average daily truck traffic
- 9,015Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sallis
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 22.2%Very good
- 55.6%Good
- 22.2%Fair
- Bridge Condition - Superstructure
- 44.4%Very good
- 33.3%Good
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 22.2%Very good
- 44.4%Good
- 11.1%Fair
- 11.1%Poor
- 11.1%Failed
- Bridge Condition - Channel
- 7.7%Excellent
- 23.1%Very good
- 38.5%Good
- 15.4%Satisfactory
- 15.4%Fair
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Structure Number: 31000120040903, Location: 2.9 MI E SR 429 (Lat: 33.030664, Lng: -89.728733), Route carried "on" structure: State highway 12, Year Built: 2016, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HL 93, Features Intersected: LONG CREEK TRIBUTARY 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.673, 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: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120040903, Location: 2.9 MI E SR 429 (Lat: 33.030664, Lng: -89.728733), Route carried "on" structure: State highway 12, Year Built: 2016, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HL 93, Features Intersected: LONG CREEK TRIBUTARY 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.673, 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: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120040913, Location: 3.9 MI E SR 429 (Lat: 33.026950, Lng: -89.711539), Route carried "on" structure: State highway 12, Year Built: 2016, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HL 93, Features Intersected: WARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.332, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, 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: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120040913, Location: 3.9 MI E SR 429 (Lat: 33.026950, Lng: -89.711539), Route carried "on" structure: State highway 12, Year Built: 2016, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HL 93, Features Intersected: WARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.332, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, 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: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31004290040184, Location: 3.2 MI N SR 14 (Lat: 32.981658, Lng: -89.773181), Route carried "on" structure: State highway 429, Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.076, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 31004290040184, Location: 3.2 MI N SR 14 (Lat: 32.981658, Lng: -89.773181), Route carried "on" structure: State highway 429, Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.076, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31004290040185, Location: 3.3 MI N SR 14 (Lat: 32.982597, Lng: -89.773189), Route carried "on" structure: State highway 429, Year Built: 1986, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: HORTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.180, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: June 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 31004290040185, Location: 3.3 MI N SR 14 (Lat: 32.982597, Lng: -89.773189), Route carried "on" structure: State highway 429, Year Built: 1986, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: HORTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.180, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: June 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31004290040208, Location: 0.9 MI S SR 12 (Lat: 33.015389, Lng: -89.765433), Route carried "on" structure: State highway 429, Year Built: 1991, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 920 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 920 (year 2040), Design Load: HS 20, Features Intersected: LONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.009, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31004290040208, Location: 0.9 MI S SR 12 (Lat: 33.015389, Lng: -89.765433), Route carried "on" structure: State highway 429, Year Built: 1991, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 920 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 920 (year 2040), Design Load: HS 20, Features Intersected: LONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.009, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA0400000000025, Location: SEC 11 T13N R 5E (Lat: 32.989850, Lng: -89.752817), Route carried "on" structure: County highway 116, Year Built: 2003, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 40 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 60 (year 2030), Design Load: HS 20, Features Intersected: HORTON CREEK, Facility Carried by Structure: CO. ROAD 4137
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: 0.86m (2.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2019)
Structure Number: SA0400000000025, Location: SEC 11 T13N R 5E (Lat: 32.989850, Lng: -89.752817), Route carried "on" structure: County highway 116, Year Built: 2003, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 40 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 60 (year 2030), Design Load: HS 20, Features Intersected: HORTON CREEK, Facility Carried by Structure: CO. ROAD 4137
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: 0.86m (2.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2019)
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Structure Number: SA0400000000029, Location: SEC 22 T13N R 5E (Lat: 32.966186, Lng: -89.780342), Route carried "on" structure: County highway 92, Year Built: 1999, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2030), Design Load: HS 20, Features Intersected: HORTON CREEK, Facility Carried by Structure: CO. ROAD 4102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2019)
Structure Number: SA0400000000029, Location: SEC 22 T13N R 5E (Lat: 32.966186, Lng: -89.780342), Route carried "on" structure: County highway 92, Year Built: 1999, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2030), Design Load: HS 20, Features Intersected: HORTON CREEK, Facility Carried by Structure: CO. ROAD 4102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2019)
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Structure Number: SA040000000006, Location: SEC 34 T14N R 5E B (Lat: 33.025278, Lng: -89.779722), Route carried "on" structure: County highway 57, Year Built: 1976, Status: Closed, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 180 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 270 (year 2030), Design Load: H 15, Features Intersected: BCH OF LONG CREEK, Facility Carried by Structure: CO. ROAD 4110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, 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: > 39.9% below), Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $532,000, Roadway Improvement Cost: $100,000, Total Project Cost: $632,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA040000000006, Location: SEC 34 T14N R 5E B (Lat: 33.025278, Lng: -89.779722), Route carried "on" structure: County highway 57, Year Built: 1976, Status: Closed, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 180 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 270 (year 2030), Design Load: H 15, Features Intersected: BCH OF LONG CREEK, Facility Carried by Structure: CO. ROAD 4110
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, 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: > 39.9% below), Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $532,000, Roadway Improvement Cost: $100,000, Total Project Cost: $632,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA0400000000067, Location: SEC 31 T14N R 6E (Lat: 33.024722, Lng: -89.731667), Route carried "on" structure: County highway 68, Year Built: 1960, Status: Closed, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 45 (year 2035), Design Load: H 10, Features Intersected: LONG CREEK, Facility Carried by Structure: CO. ROAD 4153
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Failed, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $100,000, Total Project Cost: $520,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: SA0400000000067, Location: SEC 31 T14N R 6E (Lat: 33.024722, Lng: -89.731667), Route carried "on" structure: County highway 68, Year Built: 1960, Status: Closed, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 45 (year 2035), Design Load: H 10, Features Intersected: LONG CREEK, Facility Carried by Structure: CO. ROAD 4153
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Failed, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $100,000, Total Project Cost: $520,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: SA0400000000068, Location: SEC 32 T14N R 6E (Lat: 33.027517, Lng: -89.710183), Route carried "on" structure: County highway 33, Year Built: 2003, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2041), Design Load: HS 20, Features Intersected: WARD BRANCH, Facility Carried by Structure: CO. ROAD 4221
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2021)
Structure Number: SA0400000000068, Location: SEC 32 T14N R 6E (Lat: 33.027517, Lng: -89.710183), Route carried "on" structure: County highway 33, Year Built: 2003, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2041), Design Load: HS 20, Features Intersected: WARD BRANCH, Facility Carried by Structure: CO. ROAD 4221
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2021)
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Structure Number: SA0400000000172, Location: SEC 26 T14N R 5E (Lat: 33.043281, Lng: -89.762839), Route carried "on" structure: County highway 600, Year Built: 1956, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 60 (year 2035), Features Intersected: TAYLOR CREEK, Facility Carried by Structure: CO. ROAD 4204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.080, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 2.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $80,000, Total Project Cost: $243,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA0400000000172, Location: SEC 26 T14N R 5E (Lat: 33.043281, Lng: -89.762839), Route carried "on" structure: County highway 600, Year Built: 1956, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 60 (year 2035), Features Intersected: TAYLOR CREEK, Facility Carried by Structure: CO. ROAD 4204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.080, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 2.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $80,000, Total Project Cost: $243,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: SA040000000A026, Location: SEC 20 T13N R 5E B (Lat: 32.963439, Lng: -89.803025), Route carried "on" structure: County highway 668, Year Built: 2020, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 140 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 210 (year 2035), Features Intersected: BCH OF ROBY CREEK, Facility Carried by Structure: CO. ROAD 4127
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020)
Structure Number: SA040000000A026, Location: SEC 20 T13N R 5E B (Lat: 32.963439, Lng: -89.803025), Route carried "on" structure: County highway 668, Year Built: 2020, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 140 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 210 (year 2035), Features Intersected: BCH OF ROBY CREEK, Facility Carried by Structure: CO. ROAD 4127
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020)
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Structure Number: SA040000000A031, Location: SEC 23 T13N R 5E (Lat: 32.965539, Lng: -89.755814), Route carried "on" structure: County highway 116, Year Built: 2016, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 60 (year 2036), Design Load: HL 93, Features Intersected: MAY CREEK, Facility Carried by Structure: CO. ROAD 4137
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $100,000, Total Project Cost: $425,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA040000000A031, Location: SEC 23 T13N R 5E (Lat: 32.965539, Lng: -89.755814), Route carried "on" structure: County highway 116, Year Built: 2016, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 60 (year 2036), Design Load: HL 93, Features Intersected: MAY CREEK, Facility Carried by Structure: CO. ROAD 4137
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $100,000, Total Project Cost: $425,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete