Bridge Statistics for Coffee Springs, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 75ft / 22.8mTotal length
- $7,623,000Total costs
- 3,727Total average daily traffic
- 108Total average daily truck traffic
- 5,383Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Coffee Springs
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 31950-1959
- 31960-1969
- 11970-1979
- 11980-1989
- 31990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 11990-1999
- Bridge Condition - Deck
- 11.1%Excellent
- 11.1%Very good
- 55.6%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 22.2%Excellent
- 11.1%Good
- 11.1%Satisfactory
- 33.3%Fair
- 22.2%Poor
- Bridge Condition - Substructure
- 22.2%Excellent
- 22.2%Satisfactory
- 44.4%Fair
- 11.1%Serious
- Bridge Condition - Channel
- 14.3%Excellent
- 28.6%Good
- 57.1%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 438, Location: AL 205 * ATN RR (Lat: 34.165778, Lng: -86.143583), Route carried "on" structure: State highway 205, Year Built: 1924, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,506 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,108 (year 2040), Features Intersected: ATN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 86.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $49,000, Total Project Cost: $534,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 438, Location: AL 205 * ATN RR (Lat: 34.165778, Lng: -86.143583), Route carried "on" structure: State highway 205, Year Built: 1924, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,506 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,108 (year 2040), Features Intersected: ATN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 86.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $49,000, Total Project Cost: $534,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2743, Location: 4 MI SE OF COFFEE SPRINGS (Lat: 31.134356, Lng: -85.870611), Route carried "on" structure: County highway , Year Built: 1957, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 35 (year 2020), Average Future Daily Traffic: 105 (year 2040), Design Load: H 10, Features Intersected: ADAMS CREEK, Facility Carried by Structure: RC COLLINS 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: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), 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: $261,000, Roadway Improvement Cost: $26,000, Total Project Cost: $287,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 2743, Location: 4 MI SE OF COFFEE SPRINGS (Lat: 31.134356, Lng: -85.870611), Route carried "on" structure: County highway , Year Built: 1957, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 35 (year 2020), Average Future Daily Traffic: 105 (year 2040), Design Load: H 10, Features Intersected: ADAMS CREEK, Facility Carried by Structure: RC COLLINS 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: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), 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: $261,000, Roadway Improvement Cost: $26,000, Total Project Cost: $287,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 3455, Location: COFFEE SPRINGS (Lat: 31.163444, Lng: -85.907003), Route carried "on" structure: County highway 40, Year Built: 1925, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 850 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,270 (year 2040), Design Load: H 20, Features Intersected: BEAVER DAM 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,278,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,406,000 ( Estimate for 2022)
Structure Number: 3455, Location: COFFEE SPRINGS (Lat: 31.163444, Lng: -85.907003), Route carried "on" structure: County highway 40, Year Built: 1925, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 850 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,270 (year 2040), Design Load: H 20, Features Intersected: BEAVER DAM 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,278,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,406,000 ( Estimate for 2022)
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Structure Number: 5405, Location: 3 MI W.OF COFFEE SPRINGS (Lat: 31.183083, Lng: -85.961122), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 75 (year 2040), Features Intersected: BULL BRANCH, Facility Carried by Structure: DOUBLE CR. 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: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.54m (8.33ft), 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: $279,000, Roadway Improvement Cost: $28,000, Total Project Cost: $307,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 5405, Location: 3 MI W.OF COFFEE SPRINGS (Lat: 31.183083, Lng: -85.961122), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 75 (year 2040), Features Intersected: BULL BRANCH, Facility Carried by Structure: DOUBLE CR. 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: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.54m (8.33ft), 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: $279,000, Roadway Improvement Cost: $28,000, Total Project Cost: $307,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 6853, Location: 1 MI E OF CHANCELLOR (Lat: 31.180267, Lng: -85.856806), Route carried "on" structure: County highway 72, Year Built: 1960, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 252 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 300 (year 2041), Design Load: H 15, Features Intersected: CAMPBELL MILL 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $27,000, Total Project Cost: $301,000 ( Estimate for 2022)
Structure Number: 6853, Location: 1 MI E OF CHANCELLOR (Lat: 31.180267, Lng: -85.856806), Route carried "on" structure: County highway 72, Year Built: 1960, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 252 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 300 (year 2041), Design Load: H 15, Features Intersected: CAMPBELL MILL 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $27,000, Total Project Cost: $301,000 ( Estimate for 2022)
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Structure Number: 7875, Location: 3 MILES S COFFEE SPGS (Lat: 31.128258, Lng: -85.927917), Route carried "on" structure: County highway 21, Year Built: 1963, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 96 (year 2020), Average Future Daily Traffic: 140 (year 2040), Design Load: H 15, Features Intersected: BEAVER DAM CREEK
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: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $52,000, Total Project Cost: $575,000 ( Estimate for 2022)
Structure Number: 7875, Location: 3 MILES S COFFEE SPGS (Lat: 31.128258, Lng: -85.927917), Route carried "on" structure: County highway 21, Year Built: 1963, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 96 (year 2020), Average Future Daily Traffic: 140 (year 2040), Design Load: H 15, Features Intersected: BEAVER DAM CREEK
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: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $52,000, Total Project Cost: $575,000 ( Estimate for 2022)
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Structure Number: 11145, Location: 3.01 MI SOUTH OF CENTRALC (Lat: 31.220578, Lng: -85.891750), Route carried "on" structure: County highway 660, Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: H 10, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $404,000 ( Estimate for 2022)
Structure Number: 11145, Location: 3.01 MI SOUTH OF CENTRALC (Lat: 31.220578, Lng: -85.891750), Route carried "on" structure: County highway 660, Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: H 10, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $404,000 ( Estimate for 2022)
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Structure Number: 1347, Location: 1 MI NE OF COFFEE SPRINGS (Lat: 31.174489, Lng: -85.899586), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 65 (year 2020), Average Future Daily Traffic: 96 (year 2040), Design Load: H 15, Features Intersected: LITTLE BEAVER DAM CK, Facility Carried by Structure: POOLE 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: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Serious, 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: October 2020, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $404,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1347, Location: 1 MI NE OF COFFEE SPRINGS (Lat: 31.174489, Lng: -85.899586), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 65 (year 2020), Average Future Daily Traffic: 96 (year 2040), Design Load: H 15, Features Intersected: LITTLE BEAVER DAM CK, Facility Carried by Structure: POOLE 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: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Serious, 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: October 2020, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $404,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 135, Location: 1 MI N OF COFFEE SPRINGS (Lat: 31.174389, Lng: -85.905364), Route carried "on" structure: County highway 75, Year Built: 1960, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 315 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 405 (year 2040), Features Intersected: BEAVER DAM 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: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.96m (12.99ft), 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: $570,000, Roadway Improvement Cost: $57,000, Total Project Cost: $627,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 135, Location: 1 MI N OF COFFEE SPRINGS (Lat: 31.174389, Lng: -85.905364), Route carried "on" structure: County highway 75, Year Built: 1960, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 315 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 405 (year 2040), Features Intersected: BEAVER DAM 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: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.96m (12.99ft), 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: $570,000, Roadway Improvement Cost: $57,000, Total Project Cost: $627,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13545, Location: 3 MILES NORTH OF LYTLE (Lat: 31.115500, Lng: -85.934894), Route carried "on" structure: County highway 58, Year Built: 1985, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 70 (year 2020), Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: BEAVER DAM 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $522,000, Roadway Improvement Cost: $52,000, Total Project Cost: $574,000 ( Estimate for 2022)
Structure Number: 13545, Location: 3 MILES NORTH OF LYTLE (Lat: 31.115500, Lng: -85.934894), Route carried "on" structure: County highway 58, Year Built: 1985, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 70 (year 2020), Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: BEAVER DAM 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $522,000, Roadway Improvement Cost: $52,000, Total Project Cost: $574,000 ( Estimate for 2022)
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Structure Number: 17351, Location: 3 MILES NW OF COFFEE SPRI (Lat: 31.190144, Lng: -85.947250), Route carried "on" structure: County highway , Year Built: 1997, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 45 (year 2020), Average Future Daily Traffic: 69 (year 2040), Features Intersected: BULL BRANCH, Facility Carried by Structure: OLD ELBA ROAD
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: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), 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: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $210,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 17351, Location: 3 MILES NW OF COFFEE SPRI (Lat: 31.190144, Lng: -85.947250), Route carried "on" structure: County highway , Year Built: 1997, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 45 (year 2020), Average Future Daily Traffic: 69 (year 2040), Features Intersected: BULL BRANCH, Facility Carried by Structure: OLD ELBA ROAD
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: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), 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: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $210,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 17354, Location: 1 MILE N. OF CHANCELLOR (Lat: 31.192367, Lng: -85.875575), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 71 (year 2041), Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: CHANCELLOR 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $210,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 17354, Location: 1 MILE N. OF CHANCELLOR (Lat: 31.192367, Lng: -85.875575), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 71 (year 2041), Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: CHANCELLOR 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $210,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 17485, Location: COFFEE SPRINGS (Lat: 31.165617, Lng: -85.915158), Route carried "on" structure: County highway 40, Year Built: 1994, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20, Features Intersected: BEAVERDAM CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 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: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $66,000, Total Project Cost: $726,000 ( Estimate for 2022)
Structure Number: 17485, Location: COFFEE SPRINGS (Lat: 31.165617, Lng: -85.915158), Route carried "on" structure: County highway 40, Year Built: 1994, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20, Features Intersected: BEAVERDAM CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 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: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $66,000, Total Project Cost: $726,000 ( Estimate for 2022)
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Structure Number: 20746, Location: 6 Miles North of Geneva (Lat: 31.122297, Lng: -85.904786), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6 (year 2021), Average Future Daily Traffic: 9 (year 2041), Design Load: HS 20, Features Intersected: Long Branch, Facility Carried by Structure: Bobby Jones Road
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), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $612,000, Roadway Improvement Cost: $61,000, Total Project Cost: $673,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20746, Location: 6 Miles North of Geneva (Lat: 31.122297, Lng: -85.904786), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6 (year 2021), Average Future Daily Traffic: 9 (year 2041), Design Load: HS 20, Features Intersected: Long Branch, Facility Carried by Structure: Bobby Jones Road
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), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $612,000, Roadway Improvement Cost: $61,000, Total Project Cost: $673,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20747, Location: 1.5 miles SE of Coffee (Lat: 31.136547, Lng: -85.896822), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 7 (year 2021), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: Long Branch, Facility Carried by Structure: Wilson Jones Road
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels
Structure Number: 20747, Location: 1.5 miles SE of Coffee (Lat: 31.136547, Lng: -85.896822), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 7 (year 2021), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: Long Branch, Facility Carried by Structure: Wilson Jones Road
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels