Bridge Statistics for Cherokee, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 276ft / 84.4mTotal length
- $16,551,000Total costs
- 32,249Total average daily traffic
- 6,106Total average daily truck traffic
- 42,485Total future (year 2027) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cherokee
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31940-1949
- 91960-1969
- 31970-1979
- 71980-1989
- 11990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 4.8%Excellent
- 4.8%Very good
- 42.9%Good
- 33.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 4.8%Excellent
- 61.9%Good
- 28.6%Satisfactory
- 4.8%Serious
- Bridge Condition - Substructure
- 4.8%Excellent
- 4.8%Very good
- 52.4%Good
- 33.3%Satisfactory
- 4.8%Poor
- Bridge Condition - Channel
- 11.1%Very good
- 38.9%Good
- 38.9%Satisfactory
- 5.6%Fair
- 5.6%Poor
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Structure Number: 632, Location: OLD LEE E OF TWIN ELM LN (Lat: 34.744939, Lng: -87.920358), Route carried "on" structure: County highway 20, Year Built: 1929, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 765 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 1,500 (year 2041), Features Intersected: BURCHAM BRANCH, Facility Carried by Structure: OLD LEE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 632, Location: OLD LEE E OF TWIN ELM LN (Lat: 34.744939, Lng: -87.920358), Route carried "on" structure: County highway 20, Year Built: 1929, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 765 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 1,500 (year 2041), Features Intersected: BURCHAM BRANCH, Facility Carried by Structure: OLD LEE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2324, Location: RICKARD CUTOFF RD (Lat: 34.712139, Lng: -87.999219), Route carried "on" structure: Spur County highway 21, Year Built: 1940, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 246 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2042), Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: RICKARD CUTOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2324, Location: RICKARD CUTOFF RD (Lat: 34.712139, Lng: -87.999219), Route carried "on" structure: Spur County highway 21, Year Built: 1940, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 246 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2042), Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: RICKARD CUTOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 9587, Location: 6 M W JCT SR 2 & SR247 (Lat: 34.735139, Lng: -87.900917), Route carried "on" structure: US 72, Year Built: 1968, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 10,130 (year 2022), Truck Traffic: 23%, Average Future Daily Traffic: 12,312 (year 2033), Design Load: H 20, Features Intersected: MULBERRY CREEK, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.406, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 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, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,737,000, Roadway Improvement Cost: $174,000, Total Project Cost: $1,911,000 ( Estimate for 2022)
Structure Number: 9587, Location: 6 M W JCT SR 2 & SR247 (Lat: 34.735139, Lng: -87.900917), Route carried "on" structure: US 72, Year Built: 1968, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 10,130 (year 2022), Truck Traffic: 23%, Average Future Daily Traffic: 12,312 (year 2033), Design Load: H 20, Features Intersected: MULBERRY CREEK, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.406, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 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, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,737,000, Roadway Improvement Cost: $174,000, Total Project Cost: $1,911,000 ( Estimate for 2022)
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Structure Number: 9663, Location: 9460 WHITE PKE (Lat: 34.698181, Lng: -87.988936), Route carried "on" structure: County highway 21, Year Built: 1968, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 120 (year 2041), Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: WHITE PKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $41,000, Total Project Cost: $454,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9663, Location: 9460 WHITE PKE (Lat: 34.698181, Lng: -87.988936), Route carried "on" structure: County highway 21, Year Built: 1968, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 120 (year 2041), Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: WHITE PKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $41,000, Total Project Cost: $454,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10538, Location: 4.7 M E AL & MS ST LINE (Lat: 34.762317, Lng: -88.033936), Route carried "on" structure: US 72, Year Built: 1971, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 4,850 (year 2022), Truck Traffic: 24%, Average Future Daily Traffic: 5,894 (year 2033), Design Load: HS 20, Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,679,000, Roadway Improvement Cost: $268,000, Total Project Cost: $2,947,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10538, Location: 4.7 M E AL & MS ST LINE (Lat: 34.762317, Lng: -88.033936), Route carried "on" structure: US 72, Year Built: 1971, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 4,850 (year 2022), Truck Traffic: 24%, Average Future Daily Traffic: 5,894 (year 2033), Design Load: HS 20, Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,679,000, Roadway Improvement Cost: $268,000, Total Project Cost: $2,947,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10539, Location: 4.7 M E AL & MS ST LINE (Lat: 34.762078, Lng: -88.033794), Route carried "on" structure: US 72, Year Built: 1971, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 4,850 (year 2022), Truck Traffic: 24%, Average Future Daily Traffic: 5,894 (year 2033), Design Load: HS 20, Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,679,000, Roadway Improvement Cost: $268,000, Total Project Cost: $2,947,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10539, Location: 4.7 M E AL & MS ST LINE (Lat: 34.762078, Lng: -88.033794), Route carried "on" structure: US 72, Year Built: 1971, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 4,850 (year 2022), Truck Traffic: 24%, Average Future Daily Traffic: 5,894 (year 2033), Design Load: HS 20, Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,679,000, Roadway Improvement Cost: $268,000, Total Project Cost: $2,947,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11402, Location: FOSSICK LN @ MILL CREEK (Lat: 34.786028, Lng: -88.010889), Route carried "on" structure: County highway 5, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 55 (year 2006), Average Future Daily Traffic: 108 (year 2041), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: FOSSICK LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $30,000, Total Project Cost: $325,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11402, Location: FOSSICK LN @ MILL CREEK (Lat: 34.786028, Lng: -88.010889), Route carried "on" structure: County highway 5, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 55 (year 2006), Average Future Daily Traffic: 108 (year 2041), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: FOSSICK LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $30,000, Total Project Cost: $325,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14222, Location: MALONE CREEK MOODY N FORK (Lat: 34.784333, Lng: -87.935492), Route carried "on" structure: County highway 25, Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 675 (year 2006), Truck Traffic: 30%, Average Future Daily Traffic: 1,001 (year 2042), Design Load: HS 20, Features Intersected: MALONE CREEK NORTH FORK, Facility Carried by Structure: MOODY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $332,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 14222, Location: MALONE CREEK MOODY N FORK (Lat: 34.784333, Lng: -87.935492), Route carried "on" structure: County highway 25, Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 675 (year 2006), Truck Traffic: 30%, Average Future Daily Traffic: 1,001 (year 2042), Design Load: HS 20, Features Intersected: MALONE CREEK NORTH FORK, Facility Carried by Structure: MOODY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $332,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14223, Location: MALONE CREEK MOODY S FORK (Lat: 34.783019, Lng: -87.935878), Route carried "on" structure: County highway 25, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 675 (year 2006), Truck Traffic: 30%, Average Future Daily Traffic: 1,001 (year 2036), Design Load: HS 20, Features Intersected: MALONE CREEK SOUTH FORK, Facility Carried by Structure: MOODY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $371,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14223, Location: MALONE CREEK MOODY S FORK (Lat: 34.783019, Lng: -87.935878), Route carried "on" structure: County highway 25, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 675 (year 2006), Truck Traffic: 30%, Average Future Daily Traffic: 1,001 (year 2036), Design Load: HS 20, Features Intersected: MALONE CREEK SOUTH FORK, Facility Carried by Structure: MOODY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $371,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14698, Location: MOODY LN @ OLD LEE HWY (Lat: 34.748389, Lng: -87.935456), Route carried "on" structure: County highway 25, Year Built: 1940, Year Reconstructed: 1989, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,300 (year 2006), Truck Traffic: 40%, Average Future Daily Traffic: 3,000 (year 2042), Features Intersected: MULBERRY CREEK, Facility Carried by Structure: MOODY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.9 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $21,000, Total Project Cost: $230,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14698, Location: MOODY LN @ OLD LEE HWY (Lat: 34.748389, Lng: -87.935456), Route carried "on" structure: County highway 25, Year Built: 1940, Year Reconstructed: 1989, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,300 (year 2006), Truck Traffic: 40%, Average Future Daily Traffic: 3,000 (year 2042), Features Intersected: MULBERRY CREEK, Facility Carried by Structure: MOODY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.9 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $21,000, Total Project Cost: $230,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14856, Location: MT HESTER S OF CEDAR LN (Lat: 34.747669, Lng: -87.997856), Route carried "on" structure: County highway 15, Year Built: 1989, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 385 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: HS 20, Features Intersected: BROWNS CREEK, Facility Carried by Structure: MT HESTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $81,000, Total Project Cost: $887,000 ( Estimate for 2022)
Structure Number: 14856, Location: MT HESTER S OF CEDAR LN (Lat: 34.747669, Lng: -87.997856), Route carried "on" structure: County highway 15, Year Built: 1989, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 385 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: HS 20, Features Intersected: BROWNS CREEK, Facility Carried by Structure: MT HESTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $81,000, Total Project Cost: $887,000 ( Estimate for 2022)
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Structure Number: 14861, Location: 13405 WHITE PKE (Lat: 34.746758, Lng: -87.980422), Route carried "on" structure: County highway 21, Year Built: 1989, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 228 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2042), Design Load: HS 20, Features Intersected: CHEROKEE BRANCH, Facility Carried by Structure: WHITE PKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $40,000, Total Project Cost: $437,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14861, Location: 13405 WHITE PKE (Lat: 34.746758, Lng: -87.980422), Route carried "on" structure: County highway 21, Year Built: 1989, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 228 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2042), Design Load: HS 20, Features Intersected: CHEROKEE BRANCH, Facility Carried by Structure: WHITE PKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $40,000, Total Project Cost: $437,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16388, Location: 12505 WHITE PKE (Lat: 34.739033, Lng: -87.985183), Route carried "on" structure: County highway 21, Year Built: 1995, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 1,000 (year 2042), Design Load: HS 20, Features Intersected: BROWNS CREEK, Facility Carried by Structure: WHITE PKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 72.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $40,000, Total Project Cost: $440,000 ( Estimate for 2022)
Structure Number: 16388, Location: 12505 WHITE PKE (Lat: 34.739033, Lng: -87.985183), Route carried "on" structure: County highway 21, Year Built: 1995, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 1,000 (year 2042), Design Load: HS 20, Features Intersected: BROWNS CREEK, Facility Carried by Structure: WHITE PKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 72.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $40,000, Total Project Cost: $440,000 ( Estimate for 2022)
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Structure Number: 19124, Location: MULBERRY N OF TITUS DR (Lat: 34.756194, Lng: -87.900003), Route carried "on" structure: County highway 27, Year Built: 2004, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 190 (year 2003), Average Future Daily Traffic: 280 (year 2042), Design Load: HS 20, Features Intersected: MULBERRY CREEK, Facility Carried by Structure: MULBERRY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $543,000, Roadway Improvement Cost: $54,000, Total Project Cost: $597,000 ( Estimate for 2022)
Structure Number: 19124, Location: MULBERRY N OF TITUS DR (Lat: 34.756194, Lng: -87.900003), Route carried "on" structure: County highway 27, Year Built: 2004, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 190 (year 2003), Average Future Daily Traffic: 280 (year 2042), Design Load: HS 20, Features Intersected: MULBERRY CREEK, Facility Carried by Structure: MULBERRY LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $543,000, Roadway Improvement Cost: $54,000, Total Project Cost: $597,000 ( Estimate for 2022)
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Structure Number: 19211, Location: MT HESTER BUZZARD ROOST (Lat: 34.737875, Lng: -88.004150), Route carried "on" structure: County highway 15, Year Built: 2005, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 530 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 550 (year 2041), Design Load: HS 20, Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: MT HESTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,468,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,615,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19211, Location: MT HESTER BUZZARD ROOST (Lat: 34.737875, Lng: -88.004150), Route carried "on" structure: County highway 15, Year Built: 2005, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 530 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 550 (year 2041), Design Load: HS 20, Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: MT HESTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,468,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,615,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19551, Location: 5.0 MI N SNODDY (Lat: 34.761667, Lng: -87.976667), Route carried "on" structure: County highway 51, Year Built: 2006, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 130 (year 2005), Average Future Daily Traffic: 190 (year 2031), Design Load: HS 20, Features Intersected: TAYLOR CREEK, Facility Carried by Structure: COUNTY ROAD 191
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $981,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,079,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19551, Location: 5.0 MI N SNODDY (Lat: 34.761667, Lng: -87.976667), Route carried "on" structure: County highway 51, Year Built: 2006, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 130 (year 2005), Average Future Daily Traffic: 190 (year 2031), Design Load: HS 20, Features Intersected: TAYLOR CREEK, Facility Carried by Structure: COUNTY ROAD 191
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $981,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,079,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20402, Location: MILL CREEK LP@FOSSICK LN (Lat: 34.781983, Lng: -88.019869), Route carried "on" structure: County highway 5, Year Built: 1940, Year Reconstructed: 2010, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 1995), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: MILL CREEK LP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $239,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed
Structure Number: 20402, Location: MILL CREEK LP@FOSSICK LN (Lat: 34.781983, Lng: -88.019869), Route carried "on" structure: County highway 5, Year Built: 1940, Year Reconstructed: 2010, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 1995), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: MILL CREEK LP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $239,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed
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Structure Number: 5570030P, Location: 5.49 MILES NORTH OF U.S. (Lat: 34.824383, Lng: -87.961433), Route carried "on" structure: Federal lands road 1, Year Built: 1966, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 670 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2027), Design Load: H 15, Features Intersected: COLBERT COUNTY ROAD 21, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 525.113, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570030P, Location: 5.49 MILES NORTH OF U.S. (Lat: 34.824383, Lng: -87.961433), Route carried "on" structure: Federal lands road 1, Year Built: 1966, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 670 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2027), Design Load: H 15, Features Intersected: COLBERT COUNTY ROAD 21, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 525.113, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570031P, Location: 4.0 MILES NORTH OF U.S. R (Lat: 34.804667, Lng: -87.976750), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 670 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2031), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 522.715, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $52,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570031P, Location: 4.0 MILES NORTH OF U.S. R (Lat: 34.804667, Lng: -87.976750), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 670 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2031), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 522.715, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $52,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570032P, Location: 2.3 MILES NORTH OF U.S. R (Lat: 34.794056, Lng: -87.979944), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 670 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2031), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 521.427, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570032P, Location: 2.3 MILES NORTH OF U.S. R (Lat: 34.794056, Lng: -87.979944), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 670 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2031), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 521.427, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570033P, Location: 1.9 MILES NORTH OF U.S. R (Lat: 34.782933, Lng: -87.994733), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 670 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2027), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 519.335, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570033P, Location: 1.9 MILES NORTH OF U.S. R (Lat: 34.782933, Lng: -87.994733), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 670 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2027), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 519.335, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570034P, Location: 1.0 MILE NORTH OF U.S. RO (Lat: 34.773778, Lng: -88.006528), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 670 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2029), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 517.887, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $23,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570034P, Location: 1.0 MILE NORTH OF U.S. RO (Lat: 34.773778, Lng: -88.006528), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 670 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2029), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 517.887, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $23,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570035P, Location: 13.3 MILES NORTH OF MS RO (Lat: 34.761167, Lng: -88.018639), Route carried "on" structure: Federal lands road 1, Year Built: 1966, Status: Open, Structure Length: 9.83m (32.25ft), Average Daily Traffic: 670 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2031), Design Load: H 15, Features Intersected: U.S. ROUTE 72, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 516.278, Lanes on structure: 2, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $165,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570035P, Location: 13.3 MILES NORTH OF MS RO (Lat: 34.761167, Lng: -88.018639), Route carried "on" structure: Federal lands road 1, Year Built: 1966, Status: Open, Structure Length: 9.83m (32.25ft), Average Daily Traffic: 670 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2031), Design Load: H 15, Features Intersected: U.S. ROUTE 72, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 516.278, Lanes on structure: 2, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $165,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570036P, Location: 0.3 MILES SOUTH OF U.S. R (Lat: 34.758500, Lng: -88.020306), Route carried "on" structure: Federal lands road 1, Year Built: 1966, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 670 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2031), Design Load: H 15, Features Intersected: U.S. ROUTE 72 ACCESS, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 515.795, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $3,000, Total Project Cost: $48,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570036P, Location: 0.3 MILES SOUTH OF U.S. R (Lat: 34.758500, Lng: -88.020306), Route carried "on" structure: Federal lands road 1, Year Built: 1966, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 670 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 737 (year 2031), Design Load: H 15, Features Intersected: U.S. ROUTE 72 ACCESS, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 515.795, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $3,000, Total Project Cost: $48,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570260P, Location: 11.39 MILES NORTH OF MS R (Lat: 34.739722, Lng: -88.035944), Route carried "on" structure: Federal lands road 1, Year Built: 1981, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 720 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 792 (year 2031), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 513.204, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $3,000, Total Project Cost: $45,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570260P, Location: 11.39 MILES NORTH OF MS R (Lat: 34.739722, Lng: -88.035944), Route carried "on" structure: Federal lands road 1, Year Built: 1981, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 720 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 792 (year 2031), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 513.204, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $3,000, Total Project Cost: $45,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570261P, Location: 0.8 MILES SOUTH OF U.S. R (Lat: 34.752833, Lng: -88.025889), Route carried "on" structure: Federal lands road 1, Year Built: 1981, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 720 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 792 (year 2027), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 514.990, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $68,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570261P, Location: 0.8 MILES SOUTH OF U.S. R (Lat: 34.752833, Lng: -88.025889), Route carried "on" structure: Federal lands road 1, Year Built: 1981, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 720 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 792 (year 2027), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 514.990, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $68,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570262P, Location: 0.58 MILES SOUTH OF U.S. (Lat: 34.755222, Lng: -88.023083), Route carried "on" structure: Federal lands road 1, Year Built: 1981, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 720 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 792 (year 2031), Design Load: H 15, Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 515.344, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $43,000, Total Project Cost: $645,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570262P, Location: 0.58 MILES SOUTH OF U.S. (Lat: 34.755222, Lng: -88.023083), Route carried "on" structure: Federal lands road 1, Year Built: 1981, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 720 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 792 (year 2031), Design Load: H 15, Features Intersected: BUZZARD ROOST CREEK, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 515.344, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $43,000, Total Project Cost: $645,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous