Bridge Statistics for Magee, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 42Number of bridges
- 407ft / 124mTotal length
- $3,943,959,000Total costs
- 101,630Total average daily traffic
- 18,885Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Magee
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11950-1959
- 71960-1969
- 41970-1979
- 121980-1989
- 51990-1999
- 102000-2009
- 12010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 57.1%Good
- 17.9%Satisfactory
- Bridge Condition - Superstructure
- 46.4%Very good
- 39.3%Good
- 14.3%Satisfactory
- Bridge Condition - Substructure
- 60.7%Very good
- 17.9%Good
- 10.7%Satisfactory
- 10.7%Fair
- Bridge Condition - Channel
- 8.1%Very good
- 37.8%Good
- 29.7%Satisfactory
- 18.9%Fair
- 5.4%Poor
- Bridge Condition - Culverts
- 45.5%Very good
- 36.4%Good
- 18.2%Satisfactory
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Structure Number: 21000490641135, Location: 2.4 MI S SR 28 (Lat: 31.840817, Lng: -89.714183), Route carried "on" structure: ServiceOther road 49, Year Built: 1934, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2040), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $240,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $550,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000490641135, Location: 2.4 MI S SR 28 (Lat: 31.840817, Lng: -89.714183), Route carried "on" structure: ServiceOther road 49, Year Built: 1934, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2040), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $240,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $550,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21000490641144A, Location: 1.5 MI S SR 28 (Lat: 31.853311, Lng: -89.720272), Route carried "on" structure: US 49, Year Built: 1998, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20, Features Intersected: GOODWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.343, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000490641144A, Location: 1.5 MI S SR 28 (Lat: 31.853311, Lng: -89.720272), Route carried "on" structure: US 49, Year Built: 1998, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20, Features Intersected: GOODWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.343, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000490641144B, Location: 1.5 MI S SR 28 (Lat: 31.852989, Lng: -89.719844), Route carried "on" structure: US 49, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20, Features Intersected: GOODWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.991, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $392,000,000, Roadway Improvement Cost: $39,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000490641144B, Location: 1.5 MI S SR 28 (Lat: 31.852989, Lng: -89.719844), Route carried "on" structure: US 49, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20, Features Intersected: GOODWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.991, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $392,000,000, Roadway Improvement Cost: $39,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000490641180A, Location: 2.0 MI N SR 28 (Lat: 31.883989, Lng: -89.763872), Route carried "on" structure: US 49, Year Built: 1965, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20, Features Intersected: SR 149 & CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.633, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $422,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $746,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000490641180A, Location: 2.0 MI N SR 28 (Lat: 31.883989, Lng: -89.763872), Route carried "on" structure: US 49, Year Built: 1965, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20, Features Intersected: SR 149 & CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.633, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $422,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $746,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000490641180B, Location: 2.0 MI N SR 28 (Lat: 31.883208, Lng: -89.763789), Route carried "on" structure: US 49, Year Built: 1965, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20, Features Intersected: SR 149 & CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $422,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $746,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000490641180B, Location: 2.0 MI N SR 28 (Lat: 31.883208, Lng: -89.763789), Route carried "on" structure: US 49, Year Built: 1965, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20, Features Intersected: SR 149 & CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $422,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $746,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000490641209, Location: 6.2 MI N SR 28 (Lat: 31.913050, Lng: -89.796108), Route carried "on" structure: US 49, Year Built: 1965, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 15, Features Intersected: SELLERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.562, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, 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: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $604,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $900,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000490641209, Location: 6.2 MI N SR 28 (Lat: 31.913050, Lng: -89.796108), Route carried "on" structure: US 49, Year Built: 1965, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 15, Features Intersected: SELLERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.562, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, 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: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $604,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $900,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000280640924, Location: 0.2 MI W US 49 (Lat: 31.865581, Lng: -89.739592), Route carried "on" structure: State highway 28, Year Built: 2002, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20, Features Intersected: GOODWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.326, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000280640924, Location: 0.2 MI W US 49 (Lat: 31.865581, Lng: -89.739592), Route carried "on" structure: State highway 28, Year Built: 2002, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20, Features Intersected: GOODWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.326, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000280640982, Location: 1.6 MI E US 49 (Lat: 31.865267, Lng: -89.692181), Route carried "on" structure: State highway 28, Year Built: 1972, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: HS 20, Features Intersected: OKATOMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.753, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000280640982, Location: 1.6 MI E US 49 (Lat: 31.865267, Lng: -89.692181), Route carried "on" structure: State highway 28, Year Built: 1972, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: HS 20, Features Intersected: OKATOMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.753, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31005400640011, Location: 1.1 MI E SR 469 (Lat: 31.969197, Lng: -90.060369), Route carried "on" structure: State highway 540, Year Built: 2006, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.783, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), 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: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31005400640011, Location: 1.1 MI E SR 469 (Lat: 31.969197, Lng: -90.060369), Route carried "on" structure: State highway 540, Year Built: 2006, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.783, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), 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: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31005410640213, Location: 0.4 MI N SR 149 (Lat: 31.878561, Lng: -89.731086), Route carried "on" structure: State highway 541, Year Built: 1976, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31005410640213, Location: 0.4 MI N SR 149 (Lat: 31.878561, Lng: -89.731086), Route carried "on" structure: State highway 541, Year Built: 1976, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31005410640239, Location: 3.6 MI N US 49 (Lat: 31.912053, Lng: -89.736164), Route carried "on" structure: State highway 541, Year Built: 1976, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31005410640239, Location: 3.6 MI N US 49 (Lat: 31.912053, Lng: -89.736164), Route carried "on" structure: State highway 541, Year Built: 1976, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31005450640014, Location: 1.4 MI N SR 28 (Lat: 31.874067, Lng: -89.767211), Route carried "on" structure: State highway 545, Year Built: 1984, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: HS 20, Features Intersected: GOODWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.224, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 31005450640014, Location: 1.4 MI N SR 28 (Lat: 31.874067, Lng: -89.767211), Route carried "on" structure: State highway 545, Year Built: 1984, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: HS 20, Features Intersected: GOODWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.224, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA6400000000001, Location: SEC 2 T 1N R 1E B (Lat: 31.957942, Lng: -90.172325), Route carried "on" structure: County highway 319, Year Built: 1981, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: H 15, Features Intersected: WEEKS MILL CREEK, Facility Carried by Structure: OLD PEARL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.474, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $20,000, Total Project Cost: $230,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6400000000001, Location: SEC 2 T 1N R 1E B (Lat: 31.957942, Lng: -90.172325), Route carried "on" structure: County highway 319, Year Built: 1981, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: H 15, Features Intersected: WEEKS MILL CREEK, Facility Carried by Structure: OLD PEARL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.474, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $20,000, Total Project Cost: $230,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000028, Location: SEC 11 T 1N R 5E (Lat: 31.935128, Lng: -89.750633), Route carried "on" structure: County highway 97, Year Built: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2038), Design Load: H 15, Features Intersected: TRIB OF OKATOMA, Facility Carried by Structure: CHESS WARREN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6400000000028, Location: SEC 11 T 1N R 5E (Lat: 31.935128, Lng: -89.750633), Route carried "on" structure: County highway 97, Year Built: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2038), Design Load: H 15, Features Intersected: TRIB OF OKATOMA, Facility Carried by Structure: CHESS WARREN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000029, Location: SEC 17 T 1N R 5E (Lat: 31.927753, Lng: -89.805939), Route carried "on" structure: County highway 106, Year Built: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2038), Design Load: HS 20, Features Intersected: TRIB OF SELLERS CREEK, Facility Carried by Structure: JOHN L. MAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: SA6400000000029, Location: SEC 17 T 1N R 5E (Lat: 31.927753, Lng: -89.805939), Route carried "on" structure: County highway 106, Year Built: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2038), Design Load: HS 20, Features Intersected: TRIB OF SELLERS CREEK, Facility Carried by Structure: JOHN L. MAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: SA6400000000034, Location: SEC_21_T 1N_R 5E (Lat: 31.908056, Lng: -89.796739), Route carried "on" structure: County highway 354, Year Built: 1986, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF SELLERS CREEK, Facility Carried by Structure: ATHENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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: March 2021
Structure Number: SA6400000000034, Location: SEC_21_T 1N_R 5E (Lat: 31.908056, Lng: -89.796739), Route carried "on" structure: County highway 354, Year Built: 1986, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF SELLERS CREEK, Facility Carried by Structure: ATHENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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: March 2021
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Structure Number: SA6400000000035, Location: SEC_28_T 1N_R 5E (Lat: 31.899886, Lng: -89.794869), Route carried "on" structure: County highway 100, Year Built: 1983, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF SELLERS CREEK, Facility Carried by Structure: GOLF COURSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: SA6400000000035, Location: SEC_28_T 1N_R 5E (Lat: 31.899886, Lng: -89.794869), Route carried "on" structure: County highway 100, Year Built: 1983, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF SELLERS CREEK, Facility Carried by Structure: GOLF COURSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: SA640000000004, Location: SEC 8 T 1N R 6E B (Lat: 31.940000, Lng: -89.706778), Route carried "on" structure: County highway 59, Year Built: 2005, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 120 (year 2038), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: NEVIL CRAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Better than 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA640000000004, Location: SEC 8 T 1N R 6E B (Lat: 31.940000, Lng: -89.706778), Route carried "on" structure: County highway 59, Year Built: 2005, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 120 (year 2038), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: NEVIL CRAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Better than 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000041, Location: SEC 18 T 1N R 6E B (Lat: 31.918528, Lng: -89.724542), Route carried "on" structure: County highway 308, Year Built: 1989, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2038), Design Load: HS 20, Features Intersected: RUSSELL BRANCH, Facility Carried by Structure: COOPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 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: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: SA6400000000041, Location: SEC 18 T 1N R 6E B (Lat: 31.918528, Lng: -89.724542), Route carried "on" structure: County highway 308, Year Built: 1989, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2038), Design Load: HS 20, Features Intersected: RUSSELL BRANCH, Facility Carried by Structure: COOPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 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: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: SA6400000000042, Location: SEC 18 T 1N R 6E B (Lat: 31.924614, Lng: -89.721389), Route carried "on" structure: County highway 308, Year Built: 1981, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2038), Design Load: HS 15, Features Intersected: OKATOMA CREEK, Facility Carried by Structure: COOPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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 or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6400000000042, Location: SEC 18 T 1N R 6E B (Lat: 31.924614, Lng: -89.721389), Route carried "on" structure: County highway 308, Year Built: 1981, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2038), Design Load: HS 15, Features Intersected: OKATOMA CREEK, Facility Carried by Structure: COOPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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 or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000043, Location: SEC 28 T 1N R 6E B (Lat: 31.891389, Lng: -89.683889), Route carried "on" structure: County highway 46, Year Built: 1980, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 150 (year 2043), Design Load: H 15, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: OLD HICKORY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: SA6400000000043, Location: SEC 28 T 1N R 6E B (Lat: 31.891389, Lng: -89.683889), Route carried "on" structure: County highway 46, Year Built: 1980, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 150 (year 2043), Design Load: H 15, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: OLD HICKORY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA6400000000044, Location: SEC 29 T 1N R 6E (Lat: 31.902292, Lng: -89.708656), Route carried "on" structure: County highway 45, Year Built: 1998, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: HS 20, Features Intersected: OKATOMA CREEK, Facility Carried by Structure: GOSHEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6400000000044, Location: SEC 29 T 1N R 6E (Lat: 31.902292, Lng: -89.708656), Route carried "on" structure: County highway 45, Year Built: 1998, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: HS 20, Features Intersected: OKATOMA CREEK, Facility Carried by Structure: GOSHEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000046, Location: SEC 31 T 1N R 6E B (Lat: 31.879631, Lng: -89.729103), Route carried "on" structure: County highway 326, Year Built: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 5,700 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: RALEIGH DR (MAGEE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal 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: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021
Structure Number: SA6400000000046, Location: SEC 31 T 1N R 6E B (Lat: 31.879631, Lng: -89.729103), Route carried "on" structure: County highway 326, Year Built: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 5,700 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: RALEIGH DR (MAGEE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal 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: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021
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Structure Number: SA6400000000047, Location: SEC 31 T 1N R 6E (Lat: 31.875972, Lng: -89.726739), Route carried "on" structure: City street 557, Year Built: 1992, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: FIFTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6400000000047, Location: SEC 31 T 1N R 6E (Lat: 31.875972, Lng: -89.726739), Route carried "on" structure: City street 557, Year Built: 1992, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: FIFTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000048, Location: SEC 32 T 1N R 6E B (Lat: 31.885078, Lng: -89.699333), Route carried "on" structure: County highway 326, Year Built: 1999, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,600 (year 2038), Design Load: HS 20, Features Intersected: OKATOMA CREEK, Facility Carried by Structure: DRY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6400000000048, Location: SEC 32 T 1N R 6E B (Lat: 31.885078, Lng: -89.699333), Route carried "on" structure: County highway 326, Year Built: 1999, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,600 (year 2038), Design Load: HS 20, Features Intersected: OKATOMA CREEK, Facility Carried by Structure: DRY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000049, Location: SEC 33 T 1N R 6E B (Lat: 31.884497, Lng: -89.691283), Route carried "on" structure: County highway 36, Year Built: 1980, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: ANTIOCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 17.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: SA6400000000049, Location: SEC 33 T 1N R 6E B (Lat: 31.884497, Lng: -89.691283), Route carried "on" structure: County highway 36, Year Built: 1980, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: ANTIOCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 17.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA6400000000097, Location: SEC 1 T10N R17W B (Lat: 31.857319, Lng: -89.667106), Route carried "on" structure: County highway 393, Year Built: 1968, Year Reconstructed: 2019, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 660 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 990 (year 2034), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SARATOGA-SHARON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $170,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels
Structure Number: SA6400000000097, Location: SEC 1 T10N R17W B (Lat: 31.857319, Lng: -89.667106), Route carried "on" structure: County highway 393, Year Built: 1968, Year Reconstructed: 2019, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 660 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 990 (year 2034), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SARATOGA-SHARON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $170,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA6400000000098, Location: SEC 3 T10N R17W (Lat: 31.872356, Lng: -89.699714), Route carried "on" structure: County highway 39, Year Built: 1998, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: W.C.ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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: 4, 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: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6400000000098, Location: SEC 3 T10N R17W (Lat: 31.872356, Lng: -89.699714), Route carried "on" structure: County highway 39, Year Built: 1998, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: W.C.ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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: 4, 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: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000099, Location: SEC 5 T10N R17W B (Lat: 31.858283, Lng: -89.726403), Route carried "on" structure: County highway 1329, Year Built: 2006, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,700 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: SILOAM CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 53.9 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: 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, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA6400000000099, Location: SEC 5 T10N R17W B (Lat: 31.858283, Lng: -89.726403), Route carried "on" structure: County highway 1329, Year Built: 2006, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,700 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: SILOAM CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 53.9 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: 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, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA64000000001, Location: SEC 10 T10N R17W B (Lat: 31.843128, Lng: -89.701303), Route carried "on" structure: County highway 26, Year Built: 1983, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 15, Features Intersected: BRANCH OF OKTOMA CREEK, Facility Carried by Structure: BALDWIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA64000000001, Location: SEC 10 T10N R17W B (Lat: 31.843128, Lng: -89.701303), Route carried "on" structure: County highway 26, Year Built: 1983, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 15, Features Intersected: BRANCH OF OKTOMA CREEK, Facility Carried by Structure: BALDWIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000101, Location: SEC 10 T10N R17W B (Lat: 31.845556, Lng: -89.690278), Route carried "on" structure: County highway 27, Year Built: 1980, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2034), Design Load: HS 20, Features Intersected: OKATOMA CREEK, Facility Carried by Structure: COATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, 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: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels
Structure Number: SA6400000000101, Location: SEC 10 T10N R17W B (Lat: 31.845556, Lng: -89.690278), Route carried "on" structure: County highway 27, Year Built: 1980, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2034), Design Load: HS 20, Features Intersected: OKATOMA CREEK, Facility Carried by Structure: COATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, 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: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA6400000000102, Location: SEC 11 T10N R17W (Lat: 31.845672, Lng: -89.686347), Route carried "on" structure: County highway 27, Year Built: 2000, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: COATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 71.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: SA6400000000102, Location: SEC 11 T10N R17W (Lat: 31.845672, Lng: -89.686347), Route carried "on" structure: County highway 27, Year Built: 2000, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: COATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 71.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: SA6400000000104, Location: SEC 18 T10N R17W B (Lat: 31.830944, Lng: -89.743850), Route carried "on" structure: County highway 1329, Year Built: 1975, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 710 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,065 (year 2043), Design Load: HS 20, Features Intersected: USPOHA CREEK, Facility Carried by Structure: SILOAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $170,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA6400000000104, Location: SEC 18 T10N R17W B (Lat: 31.830944, Lng: -89.743850), Route carried "on" structure: County highway 1329, Year Built: 1975, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 710 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,065 (year 2043), Design Load: HS 20, Features Intersected: USPOHA CREEK, Facility Carried by Structure: SILOAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $170,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA6400000000105, Location: SEC 20 T10N R17W B (Lat: 31.819881, Lng: -89.733544), Route carried "on" structure: County highway 18, Year Built: 1983, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 15, Features Intersected: USPOHA CREEK, Facility Carried by Structure: BERRY LOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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 or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6400000000105, Location: SEC 20 T10N R17W B (Lat: 31.819881, Lng: -89.733544), Route carried "on" structure: County highway 18, Year Built: 1983, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 15, Features Intersected: USPOHA CREEK, Facility Carried by Structure: BERRY LOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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 or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000106, Location: SEC 21 T10N R17W (Lat: 31.816947, Lng: -89.712264), Route carried "on" structure: County highway 12, Year Built: 1983, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF USPOHA CREEK, Facility Carried by Structure: WATERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: SA6400000000106, Location: SEC 21 T10N R17W (Lat: 31.816947, Lng: -89.712264), Route carried "on" structure: County highway 12, Year Built: 1983, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF USPOHA CREEK, Facility Carried by Structure: WATERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: SA6400000000116, Location: SEC 14 T10N R18W (Lat: 31.828914, Lng: -89.777756), Route carried "on" structure: County highway 118, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2018), Average Future Daily Traffic: 120 (year 2038), Design Load: HS 20, Features Intersected: SKIFFER CREEK, Facility Carried by Structure: WILSON FLOYD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: March 2020
Structure Number: SA6400000000116, Location: SEC 14 T10N R18W (Lat: 31.828914, Lng: -89.777756), Route carried "on" structure: County highway 118, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2018), Average Future Daily Traffic: 120 (year 2038), Design Load: HS 20, Features Intersected: SKIFFER CREEK, Facility Carried by Structure: WILSON FLOYD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: March 2020
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Structure Number: SA6400000000117, Location: SEC 15 T10N R18W B (Lat: 31.838736, Lng: -89.792664), Route carried "on" structure: County highway 115, Year Built: 2006, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF SKIFFER CREEK, Facility Carried by Structure: VARNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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 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: March 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6400000000117, Location: SEC 15 T10N R18W B (Lat: 31.838736, Lng: -89.792664), Route carried "on" structure: County highway 115, Year Built: 2006, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 150 (year 2038), Design Load: H 15, Features Intersected: BRANCH OF SKIFFER CREEK, Facility Carried by Structure: VARNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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 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: March 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6400000000151, Location: SEC 1 T10N R18W (Lat: 31.868333, Lng: -89.745278), Route carried "on" structure: City street 4054, Year Built: 2006, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 400 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2034), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WAL-MART LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.06m (13.32ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA6400000000151, Location: SEC 1 T10N R18W (Lat: 31.868333, Lng: -89.745278), Route carried "on" structure: City street 4054, Year Built: 2006, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 400 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2034), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WAL-MART LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.06m (13.32ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA640000000A05, Location: SEC 27 T 1N R 6E (Lat: 31.888378, Lng: -89.677947), Route carried "on" structure: County highway 196, Year Built: 2014, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 30 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: DOLLAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.820, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 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: Febuary 2021
Structure Number: SA640000000A05, Location: SEC 27 T 1N R 6E (Lat: 31.888378, Lng: -89.677947), Route carried "on" structure: County highway 196, Year Built: 2014, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 30 (year 2038), Design Load: HS 20, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: DOLLAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.820, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 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: Febuary 2021
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Structure Number: 21000490641180A, Location: 2.0 MI N SR 28 (Lat: 31.883789, Lng: -89.763911), Route carried "under" structure: State highway 149, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 5%, Features Intersected: SR 149 & CNIC RR, Facility Carried by Structure: US 49
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 4.946, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 21000490641180A, Location: 2.0 MI N SR 28 (Lat: 31.883789, Lng: -89.763911), Route carried "under" structure: State highway 149, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 5%, Features Intersected: SR 149 & CNIC RR, Facility Carried by Structure: US 49
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 4.946, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
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Structure Number: 21000490641180B, Location: 2.0 MI N SR 28 (Lat: 31.883711, Lng: -89.763711), Route carried "under" structure: State highway 149, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 3,600 (year 2017), Truck Traffic: 5%, Features Intersected: SR 149 & CNIC RR, Facility Carried by Structure: US 49
Minimum Vertical Clearance: 5.90m (19.36ft), Kilometerpoint: 4.925, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.9m (52.2ft)
Structure Number: 21000490641180B, Location: 2.0 MI N SR 28 (Lat: 31.883711, Lng: -89.763711), Route carried "under" structure: State highway 149, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 3,600 (year 2017), Truck Traffic: 5%, Features Intersected: SR 149 & CNIC RR, Facility Carried by Structure: US 49
Minimum Vertical Clearance: 5.90m (19.36ft), Kilometerpoint: 4.925, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.9m (52.2ft)
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Structure Number: 31000280640936, Location: 0.6 MI E US 49 (Lat: 31.867431, Lng: -89.726169), Route carried "under" structure: State highway 28, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2017), Truck Traffic: 5%, Features Intersected: SR 28/SR 149, Facility Carried by Structure: CNIC RR
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 43.362, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.3m (37.1ft)
Structure Number: 31000280640936, Location: 0.6 MI E US 49 (Lat: 31.867431, Lng: -89.726169), Route carried "under" structure: State highway 28, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2017), Truck Traffic: 5%, Features Intersected: SR 28/SR 149, Facility Carried by Structure: CNIC RR
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 43.362, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.3m (37.1ft)