Bridge Statistics for Seminary, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 89ft / 27mTotal length
- $2,706,175,000Total costs
- 49,485Total average daily traffic
- 8,116Total average daily truck traffic
- 62,322Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Seminary
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 11960-1969
- 21980-1989
- 11990-1999
- 42000-2009
- 12010-2018
- Bridge Condition - Deck
- 50.0%Very good
- 37.5%Good
- 12.5%Satisfactory
- Bridge Condition - Superstructure
- 62.5%Very good
- 25.0%Good
- 12.5%Satisfactory
- Bridge Condition - Substructure
- 50.0%Very good
- 37.5%Good
- 12.5%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 33.3%Good
- 16.7%Satisfactory
- 8.3%Poor
- 8.3%Serious
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 21000490160891A, Location: 0.9 MI S SR 589 (Lat: 31.549061, Lng: -89.503964), Route carried "on" structure: US 49, Year Built: 2001, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 14,000 (year 2036), Design Load: HS 20, Features Intersected: DOUBLE BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.221, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 132.0m (433.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.7 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: June 2017
Structure Number: 21000490160891A, Location: 0.9 MI S SR 589 (Lat: 31.549061, Lng: -89.503964), Route carried "on" structure: US 49, Year Built: 2001, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 14,000 (year 2036), Design Load: HS 20, Features Intersected: DOUBLE BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.221, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 132.0m (433.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.7 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: June 2017
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Structure Number: 21000490160891B, Location: 0.9 MI S SR 589 (Lat: 31.548903, Lng: -89.503400), Route carried "on" structure: US 49, Year Built: 1959, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 14,000 (year 2036), Design Load: HS 20, Features Intersected: DOUBLE BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.041, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 86.0m (282.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.60m (120.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $275,000,000, Roadway Improvement Cost: $28,000,000, Total Project Cost: $828,000,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000490160891B, Location: 0.9 MI S SR 589 (Lat: 31.548903, Lng: -89.503400), Route carried "on" structure: US 49, Year Built: 1959, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 14,000 (year 2036), Design Load: HS 20, Features Intersected: DOUBLE BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.041, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 86.0m (282.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.60m (120.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $275,000,000, Roadway Improvement Cost: $28,000,000, Total Project Cost: $828,000,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000490160901A, Location: 0.2 MI S SR 590 (Lat: 31.561161, Lng: -89.511372), Route carried "on" structure: US 49, Year Built: 1936, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 14,000 (year 2036), Design Load: H 15, Features Intersected: BIG SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.707, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Serious, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.50m (132.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $315,000,000, Roadway Improvement Cost: $32,000,000, Total Project Cost: $939,000,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000490160901A, Location: 0.2 MI S SR 590 (Lat: 31.561161, Lng: -89.511372), Route carried "on" structure: US 49, Year Built: 1936, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 14,000 (year 2036), Design Load: H 15, Features Intersected: BIG SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.707, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Serious, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.50m (132.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $315,000,000, Roadway Improvement Cost: $32,000,000, Total Project Cost: $939,000,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21000490160901B, Location: 0.2 MI S SR 590 (Lat: 31.560942, Lng: -89.510775), Route carried "on" structure: US 49, Year Built: 1959, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 14,000 (year 2036), Design Load: HS 20, Features Intersected: BIG SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.549, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.50m (132.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $315,000,000, Roadway Improvement Cost: $32,000,000, Total Project Cost: $939,000,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000490160901B, Location: 0.2 MI S SR 590 (Lat: 31.560942, Lng: -89.510775), Route carried "on" structure: US 49, Year Built: 1959, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 11,000 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 14,000 (year 2036), Design Load: HS 20, Features Intersected: BIG SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.549, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.50m (132.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $315,000,000, Roadway Improvement Cost: $32,000,000, Total Project Cost: $939,000,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31005890160329, Location: 6.6 MI N LAMAR CL (Lat: 31.516244, Lng: -89.528728), Route carried "on" structure: State highway 589, Year Built: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 2,200 (year 2036), Design Load: HS 15, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017
Structure Number: 31005890160329, Location: 6.6 MI N LAMAR CL (Lat: 31.516244, Lng: -89.528728), Route carried "on" structure: State highway 589, Year Built: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 2,200 (year 2036), Design Load: HS 15, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.114, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017
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Structure Number: 3100590016004, Location: 3.7 MI E US 49 (Lat: 31.552128, Lng: -89.454969), Route carried "on" structure: State highway 590, Year Built: 2017, Status: Open, Structure Length: 8.28m (27.17ft), Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 1,900 (year 2036), Design Load: HL 93, Features Intersected: CURRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), 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: 33.5m (109.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3100590016004, Location: 3.7 MI E US 49 (Lat: 31.552128, Lng: -89.454969), Route carried "on" structure: State highway 590, Year Built: 2017, Status: Open, Structure Length: 8.28m (27.17ft), Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 1,900 (year 2036), Design Load: HL 93, Features Intersected: CURRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), 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: 33.5m (109.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA1600000000008, Location: SEC 1 T 6N R15W B (Lat: 31.518528, Lng: -89.453750), Route carried "on" structure: County highway 914, Year Built: 2001, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 320 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2035), Design Load: HS 20, Features Intersected: CURRY CREEK, Facility Carried by Structure: OLD HWY 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1600000000008, Location: SEC 1 T 6N R15W B (Lat: 31.518528, Lng: -89.453750), Route carried "on" structure: County highway 914, Year Built: 2001, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 320 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2035), Design Load: HS 20, Features Intersected: CURRY CREEK, Facility Carried by Structure: OLD HWY 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1600000000024, Location: SEC 30 T 7N R14W (Lat: 31.542389, Lng: -89.444944), Route carried "on" structure: County highway 17, Year Built: 2000, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: LOWER PRONG CURRY CK, Facility Carried by Structure: CASCIO-TAORMINA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), 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: Very good, Culverts: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016
Structure Number: SA1600000000024, Location: SEC 30 T 7N R14W (Lat: 31.542389, Lng: -89.444944), Route carried "on" structure: County highway 17, Year Built: 2000, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: LOWER PRONG CURRY CK, Facility Carried by Structure: CASCIO-TAORMINA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), 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: Very good, Culverts: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016
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Structure Number: SA1600000000027, Location: SEC 13 T 7N R15W (Lat: 31.572361, Lng: -89.453944), Route carried "on" structure: County highway 34, Year Built: 2006, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 50 (year 2015), Average Future Daily Traffic: 75 (year 2035), Design Load: HS 20, Features Intersected: CURRY CREEK, Facility Carried by Structure: COUNTY FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1600000000027, Location: SEC 13 T 7N R15W (Lat: 31.572361, Lng: -89.453944), Route carried "on" structure: County highway 34, Year Built: 2006, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 50 (year 2015), Average Future Daily Traffic: 75 (year 2035), Design Load: HS 20, Features Intersected: CURRY CREEK, Facility Carried by Structure: COUNTY FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1600000000028, Location: SEC 15 T 7N R15W B (Lat: 31.570611, Lng: -89.498861), Route carried "on" structure: County highway 914, Year Built: 1994, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: EVERGREEN CHRCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.243, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016
Structure Number: SA1600000000028, Location: SEC 15 T 7N R15W B (Lat: 31.570611, Lng: -89.498861), Route carried "on" structure: County highway 914, Year Built: 1994, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF OKATOMA CREEK, Facility Carried by Structure: EVERGREEN CHRCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.243, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016
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Structure Number: SA1600000000029, Location: SEC 18 T 7N R15W B (Lat: 31.565750, Lng: -89.547722), Route carried "on" structure: County highway 127, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2035), Design Load: HS 20, Features Intersected: BIG SWAMP CREEK, Facility Carried by Structure: COLD SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), 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: 0.4m (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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, 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: October 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1600000000029, Location: SEC 18 T 7N R15W B (Lat: 31.565750, Lng: -89.547722), Route carried "on" structure: County highway 127, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2035), Design Load: HS 20, Features Intersected: BIG SWAMP CREEK, Facility Carried by Structure: COLD SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), 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: 0.4m (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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, 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: October 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA160000000003, Location: SEC 22 T 7N R15W B (Lat: 31.557361, Lng: -89.494389), Route carried "on" structure: County highway 914, Year Built: 1980, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 765 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 842 (year 2037), Design Load: H 15, Features Intersected: BRANCH OF OKATOMA CK, Facility Carried by Structure: OLD HWY 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), 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: 0.6m (2.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.80m (78.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA160000000003, Location: SEC 22 T 7N R15W B (Lat: 31.557361, Lng: -89.494389), Route carried "on" structure: County highway 914, Year Built: 1980, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 765 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 842 (year 2037), Design Load: H 15, Features Intersected: BRANCH OF OKATOMA CK, Facility Carried by Structure: OLD HWY 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), 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: 0.6m (2.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.80m (78.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
