Bridge Statistics for Geneva, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 407ft / 124mTotal length
- $31,350,000Total costs
- 39,070Total average daily traffic
- 2,240Total average daily truck traffic
- 56,261Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Geneva
- No street view available for this location
- New bridges - historical statistics
- 31940-1949
- 61950-1959
- 31960-1969
- 11980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 9.1%Good
- 90.9%Satisfactory
- Bridge Condition - Superstructure
- 27.3%Good
- 72.7%Satisfactory
- Bridge Condition - Substructure
- 36.4%Good
- 54.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 55.6%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
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Structure Number: 3173, Location: CITY OF GENEVA (Lat: 31.029169, Lng: -85.896644), Route carried "on" structure: City street , Year Built: 1994, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 60 (year 2020), Average Future Daily Traffic: 100 (year 2040), Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: CO RD 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.11m (6.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $30,000, Total Project Cost: $333,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3173, Location: CITY OF GENEVA (Lat: 31.029169, Lng: -85.896644), Route carried "on" structure: City street , Year Built: 1994, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 60 (year 2020), Average Future Daily Traffic: 100 (year 2040), Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: CO RD 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.11m (6.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $30,000, Total Project Cost: $333,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3235, Location: CITY OF GENEVA (Lat: 31.027014, Lng: -85.884092), Route carried "on" structure: State highway 27, Year Built: 1948, Status: Open, Structure Length: 42.31m (138.81ft), Average Daily Traffic: 6,050 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 8,781 (year 2033), Design Load: H 20, Features Intersected: PEA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.082, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 33, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 42.31m (138.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $8,413,000, Roadway Improvement Cost: $841,000, Total Project Cost: $9,254,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3235, Location: CITY OF GENEVA (Lat: 31.027014, Lng: -85.884092), Route carried "on" structure: State highway 27, Year Built: 1948, Status: Open, Structure Length: 42.31m (138.81ft), Average Daily Traffic: 6,050 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 8,781 (year 2033), Design Load: H 20, Features Intersected: PEA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.082, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 33, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 42.31m (138.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $8,413,000, Roadway Improvement Cost: $841,000, Total Project Cost: $9,254,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4114, Location: 3.7 MI.N.JCT.SR 27 (Lat: 31.103100, Lng: -85.848700), Route carried "on" structure: State highway 85, Year Built: 1951, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 15, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.966, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 79.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $495,000, Roadway Improvement Cost: $50,000, Total Project Cost: $545,000 ( Estimate for 2022)
Structure Number: 4114, Location: 3.7 MI.N.JCT.SR 27 (Lat: 31.103100, Lng: -85.848700), Route carried "on" structure: State highway 85, Year Built: 1951, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 15, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.966, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 79.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $495,000, Roadway Improvement Cost: $50,000, Total Project Cost: $545,000 ( Estimate for 2022)
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Structure Number: 4115, Location: 4.2 MI.N.JCT.SR 27 (Lat: 31.108300, Lng: -85.845300), Route carried "on" structure: State highway 85, Year Built: 1951, Year Reconstructed: 2001, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 15, Features Intersected: ADAMS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $534,000, Roadway Improvement Cost: $53,000, Total Project Cost: $587,000 ( Estimate for 2022)
Structure Number: 4115, Location: 4.2 MI.N.JCT.SR 27 (Lat: 31.108300, Lng: -85.845300), Route carried "on" structure: State highway 85, Year Built: 1951, Year Reconstructed: 2001, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,200 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 1,610 (year 2033), Design Load: H 15, Features Intersected: ADAMS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $534,000, Roadway Improvement Cost: $53,000, Total Project Cost: $587,000 ( Estimate for 2022)
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Structure Number: 4767, Location: 5 MI WEST OF GENEVA (Lat: 31.036392, Lng: -85.966825), Route carried "on" structure: County highway 4, Year Built: 1954, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 894 (year 2040), Design Load: H 15, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $807,000, Roadway Improvement Cost: $81,000, Total Project Cost: $888,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4767, Location: 5 MI WEST OF GENEVA (Lat: 31.036392, Lng: -85.966825), Route carried "on" structure: County highway 4, Year Built: 1954, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 894 (year 2040), Design Load: H 15, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $807,000, Roadway Improvement Cost: $81,000, Total Project Cost: $888,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6512, Location: 4.5 SW OF COFFEESPRINGS (Lat: 31.095267, Lng: -85.949964), Route carried "on" structure: County highway 65, Year Built: 1959, Status: Posted for load, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 315 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 466 (year 2040), Design Load: H 15, Features Intersected: DOUBLE BRIDGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.04m (26.38ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,268,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,395,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6512, Location: 4.5 SW OF COFFEESPRINGS (Lat: 31.095267, Lng: -85.949964), Route carried "on" structure: County highway 65, Year Built: 1959, Status: Posted for load, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 315 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 466 (year 2040), Design Load: H 15, Features Intersected: DOUBLE BRIDGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.04m (26.38ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,268,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,395,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7693, Location: 0.3 MI. E. SR 52 (Lat: 31.040622, Lng: -85.860994), Route carried "on" structure: State highway 27, Year Built: 1962, Status: Open, Structure Length: 15.91m (52.20ft), Average Daily Traffic: 14,500 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 21,045 (year 2033), Design Load: HS 20, Features Intersected: DOUBLE BRIDGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.025, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 13, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.66m (54.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,113,000, Roadway Improvement Cost: $411,000, Total Project Cost: $4,524,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7693, Location: 0.3 MI. E. SR 52 (Lat: 31.040622, Lng: -85.860994), Route carried "on" structure: State highway 27, Year Built: 1962, Status: Open, Structure Length: 15.91m (52.20ft), Average Daily Traffic: 14,500 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 21,045 (year 2033), Design Load: HS 20, Features Intersected: DOUBLE BRIDGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.025, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 13, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.66m (54.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,113,000, Roadway Improvement Cost: $411,000, Total Project Cost: $4,524,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 912, Location: 0.1 MI. E. SR 27 (Lat: 31.040767, Lng: -85.854233), Route carried "on" structure: State highway 52, Year Built: 1966, Status: Open, Structure Length: 35.94m (117.91ft), Average Daily Traffic: 7,480 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 10,856 (year 2033), Design Load: HS 20, Features Intersected: CHOCTAWHATCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.347, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 27, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.94m (117.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $8,132,000, Roadway Improvement Cost: $813,000, Total Project Cost: $8,945,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 912, Location: 0.1 MI. E. SR 27 (Lat: 31.040767, Lng: -85.854233), Route carried "on" structure: State highway 52, Year Built: 1966, Status: Open, Structure Length: 35.94m (117.91ft), Average Daily Traffic: 7,480 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 10,856 (year 2033), Design Load: HS 20, Features Intersected: CHOCTAWHATCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.347, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 27, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.94m (117.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $8,132,000, Roadway Improvement Cost: $813,000, Total Project Cost: $8,945,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9561, Location: 6 MI SE OF SAMSON (Lat: 31.060386, Lng: -85.967342), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 99 (year 2021), Average Future Daily Traffic: 150 (year 2041), Design Load: H 15, Features Intersected: SANDY CREEK BRANCH, Facility Carried by Structure: HWY # 16
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.47m (4.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $34,000, Total Project Cost: $373,000 ( Estimate for 2022)
Structure Number: 9561, Location: 6 MI SE OF SAMSON (Lat: 31.060386, Lng: -85.967342), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 99 (year 2021), Average Future Daily Traffic: 150 (year 2041), Design Load: H 15, Features Intersected: SANDY CREEK BRANCH, Facility Carried by Structure: HWY # 16
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.47m (4.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $34,000, Total Project Cost: $373,000 ( Estimate for 2022)
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Structure Number: 12469, Location: 8 MILES SE OF SAMSON (Lat: 31.051475, Lng: -85.965294), Route carried "on" structure: County highway , Year Built: 1942, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55 (year 2020), Average Future Daily Traffic: 75 (year 2040), Features Intersected: SANDY CREEK BRANCH, Facility Carried by Structure: JOHNSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $229,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 12469, Location: 8 MILES SE OF SAMSON (Lat: 31.051475, Lng: -85.965294), Route carried "on" structure: County highway , Year Built: 1942, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55 (year 2020), Average Future Daily Traffic: 75 (year 2040), Features Intersected: SANDY CREEK BRANCH, Facility Carried by Structure: JOHNSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $229,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 12784, Location: 0.2 MI. N. SR-52 (Lat: 31.045767, Lng: -85.858767), Route carried "on" structure: State highway 27, Year Built: 1982, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 4,730 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 6,865 (year 2033), Design Load: HS 15, Features Intersected: RELIEF BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,437,000, Roadway Improvement Cost: $144,000, Total Project Cost: $1,581,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12784, Location: 0.2 MI. N. SR-52 (Lat: 31.045767, Lng: -85.858767), Route carried "on" structure: State highway 27, Year Built: 1982, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 4,730 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 6,865 (year 2033), Design Load: HS 15, Features Intersected: RELIEF BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,437,000, Roadway Improvement Cost: $144,000, Total Project Cost: $1,581,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1349, Location: 5.5 MILES WEST OF GENEVA (Lat: 31.029786, Lng: -85.951211), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 73 (year 2040), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: STEPHENS FERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.55m (14.93ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $78,000, Total Project Cost: $858,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1349, Location: 5.5 MILES WEST OF GENEVA (Lat: 31.029786, Lng: -85.951211), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 73 (year 2040), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: STEPHENS FERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.55m (14.93ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $78,000, Total Project Cost: $858,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 15282, Location: 6 MI NORTH OF GENEVA (Lat: 31.120450, Lng: -85.862572), Route carried "on" structure: County highway , Year Built: 1947, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35 (year 2020), Average Future Daily Traffic: 55 (year 2040), Features Intersected: ADAMS CREEK, Facility Carried by Structure: L. VAUGHN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $194,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 15282, Location: 6 MI NORTH OF GENEVA (Lat: 31.120450, Lng: -85.862572), Route carried "on" structure: County highway , Year Built: 1947, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35 (year 2020), Average Future Daily Traffic: 55 (year 2040), Features Intersected: ADAMS CREEK, Facility Carried by Structure: L. VAUGHN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $194,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 17355, Location: 1 MILE S. OF GENEVA (Lat: 31.007328, Lng: -85.850486), Route carried "on" structure: County highway , Year Built: 1996, Status: Posted for load, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 40 (year 2020), Average Future Daily Traffic: 60 (year 2040), Features Intersected: UT OF CHOC. RV., Facility Carried by Structure: WESTMONT ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 17355, Location: 1 MILE S. OF GENEVA (Lat: 31.007328, Lng: -85.850486), Route carried "on" structure: County highway , Year Built: 1996, Status: Posted for load, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 40 (year 2020), Average Future Daily Traffic: 60 (year 2040), Features Intersected: UT OF CHOC. RV., Facility Carried by Structure: WESTMONT ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 17401, Location: 2 MILES WEST OF GENEVA (Lat: 31.036556, Lng: -85.933556), Route carried "on" structure: County highway 4, Year Built: 1956, Year Reconstructed: 2009, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,750 (year 2039), Design Load: H 20, Features Intersected: LIMSTONE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022)
Structure Number: 17401, Location: 2 MILES WEST OF GENEVA (Lat: 31.036556, Lng: -85.933556), Route carried "on" structure: County highway 4, Year Built: 1956, Year Reconstructed: 2009, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,750 (year 2039), Design Load: H 20, Features Intersected: LIMSTONE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022)
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Structure Number: 17578, Location: 1 MILE N.E. OF GENEVA (Lat: 31.074158, Lng: -85.828256), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 22 (year 2022), Average Future Daily Traffic: 31 (year 2042), Design Load: HS 20, Features Intersected: SIMMONS CREEK, Facility Carried by Structure: LEISURE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.6 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: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $189,000 ( Estimate for 2022)
Structure Number: 17578, Location: 1 MILE N.E. OF GENEVA (Lat: 31.074158, Lng: -85.828256), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 22 (year 2022), Average Future Daily Traffic: 31 (year 2042), Design Load: HS 20, Features Intersected: SIMMONS CREEK, Facility Carried by Structure: LEISURE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.6 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: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $189,000 ( Estimate for 2022)
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Structure Number: 17733, Location: 2 MILES N.E. OF GENEVA (Lat: 31.072233, Lng: -85.819919), Route carried "on" structure: County highway 41, Year Built: 2001, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 990 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 1,480 (year 2042), Design Load: HS 20, Features Intersected: SIMMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $349,000 ( Estimate for 2022)
Structure Number: 17733, Location: 2 MILES N.E. OF GENEVA (Lat: 31.072233, Lng: -85.819919), Route carried "on" structure: County highway 41, Year Built: 2001, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 990 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 1,480 (year 2042), Design Load: HS 20, Features Intersected: SIMMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $349,000 ( Estimate for 2022)
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Structure Number: 20303, Location: 4 MILES NW OF GENEVA (Lat: 31.111125, Lng: -85.918433), Route carried "on" structure: County highway 21, Year Built: 2010, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 244 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20, Features Intersected: LONG BRANCH
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $35,000, Total Project Cost: $389,000 ( Estimate for 2022)
Structure Number: 20303, Location: 4 MILES NW OF GENEVA (Lat: 31.111125, Lng: -85.918433), Route carried "on" structure: County highway 21, Year Built: 2010, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 244 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 360 (year 2040), Design Load: HS 20, Features Intersected: LONG BRANCH
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $35,000, Total Project Cost: $389,000 ( Estimate for 2022)