Bridge Statistics for Repton, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 75ft / 23.0mTotal length
- $8,104,000Total costs
- 20,470Total average daily traffic
- 3,038Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Repton
- No street view available for this location
- New bridges - historical statistics
- 41940-1949
- 21950-1959
- 11980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 20.0%Good
- 20.0%Satisfactory
- 40.0%Fair
- 20.0%Critical
- Bridge Condition - Superstructure
- 20.0%Very good
- 20.0%Good
- 40.0%Fair
- 20.0%Poor
- Bridge Condition - Substructure
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 20.0%Poor
- Bridge Condition - Channel
- 12.5%Good
- 62.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 3026, Location: 1 MI W SR 41 (Lat: 31.408667, Lng: -87.254694), Route carried "on" structure: US 84, Year Built: 1947, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,210 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 7,815 (year 2039), Design Load: H 15, Features Intersected: BRIDGE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.774, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $40,000, Total Project Cost: $442,000 ( Estimate for 2022)
Structure Number: 3026, Location: 1 MI W SR 41 (Lat: 31.408667, Lng: -87.254694), Route carried "on" structure: US 84, Year Built: 1947, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,210 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 7,815 (year 2039), Design Load: H 15, Features Intersected: BRIDGE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.774, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $40,000, Total Project Cost: $442,000 ( Estimate for 2022)
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Structure Number: 3027, Location: 1.3 MI E SR 41 (Lat: 31.415308, Lng: -87.216281), Route carried "on" structure: US 84, Year Built: 1947, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,043 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 4,565 (year 2039), Design Load: H 20, Features Intersected: BUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.514, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $842,000, Roadway Improvement Cost: $84,000, Total Project Cost: $926,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3027, Location: 1.3 MI E SR 41 (Lat: 31.415308, Lng: -87.216281), Route carried "on" structure: US 84, Year Built: 1947, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,043 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 4,565 (year 2039), Design Load: H 20, Features Intersected: BUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.514, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $842,000, Roadway Improvement Cost: $84,000, Total Project Cost: $926,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3033, Location: 2 MI. W. OF REPTON (Lat: 31.419994, Lng: -87.276253), Route carried "on" structure: US 84, Year Built: 1947, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 5,790 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 7,768 (year 2033), Design Load: H 20, Features Intersected: ESCAMBIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.355, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.4 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,191,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3033, Location: 2 MI. W. OF REPTON (Lat: 31.419994, Lng: -87.276253), Route carried "on" structure: US 84, Year Built: 1947, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 5,790 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 7,768 (year 2033), Design Load: H 20, Features Intersected: ESCAMBIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.355, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.4 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,191,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6663, Location: BUSHY CREEK (Lat: 31.402097, Lng: -87.212669), Route carried "on" structure: County highway 73, Year Built: 1959, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 240 (year 1995), Truck Traffic: 8%, Average Future Daily Traffic: 441 (year 2034), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.99m (6.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $405,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6663, Location: BUSHY CREEK (Lat: 31.402097, Lng: -87.212669), Route carried "on" structure: County highway 73, Year Built: 1959, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 240 (year 1995), Truck Traffic: 8%, Average Future Daily Traffic: 441 (year 2034), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.99m (6.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $405,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6664, Location: 3 MI. S.E. REPTON (Lat: 31.390614, Lng: -87.200439), Route carried "on" structure: County highway 73, Year Built: 1959, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 280 (year 1995), Truck Traffic: 8%, Average Future Daily Traffic: 441 (year 2034), Design Load: H 15, Features Intersected: BUSHY 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6664, Location: 3 MI. S.E. REPTON (Lat: 31.390614, Lng: -87.200439), Route carried "on" structure: County highway 73, Year Built: 1959, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 280 (year 1995), Truck Traffic: 8%, Average Future Daily Traffic: 441 (year 2034), Design Load: H 15, Features Intersected: BUSHY 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12265, Location: 2 MI.EAST REPTON (Lat: 31.403831, Lng: -87.196297), Route carried "on" structure: County highway , Year Built: 1946, Year Reconstructed: 1980, Status: Closed, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 85 (year 1995), Average Future Daily Traffic: 148 (year 2034), Features Intersected: BRANCH, Facility Carried by Structure: ZACK LN.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Critical, Superstructure: Poor, Substructure: Poor, Channel: Poor, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 1 months, Inspection Date: September 2013, Other Special Inspection Date: October 2013, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $21,000, Total Project Cost: $227,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 12265, Location: 2 MI.EAST REPTON (Lat: 31.403831, Lng: -87.196297), Route carried "on" structure: County highway , Year Built: 1946, Year Reconstructed: 1980, Status: Closed, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 85 (year 1995), Average Future Daily Traffic: 148 (year 2034), Features Intersected: BRANCH, Facility Carried by Structure: ZACK LN.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Critical, Superstructure: Poor, Substructure: Poor, Channel: Poor, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 1 months, Inspection Date: September 2013, Other Special Inspection Date: October 2013, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $21,000, Total Project Cost: $227,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 12331, Location: 3 MI W REPTON (Lat: 31.409433, Lng: -87.279939), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 15%, Average Future Daily Traffic: 236 (year 2034), Design Load: HS 15, Features Intersected: ESCAMBIA CREEK, Facility Carried by Structure: OLD STAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $42,000, Total Project Cost: $460,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12331, Location: 3 MI W REPTON (Lat: 31.409433, Lng: -87.279939), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 15%, Average Future Daily Traffic: 236 (year 2034), Design Load: HS 15, Features Intersected: ESCAMBIA CREEK, Facility Carried by Structure: OLD STAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $42,000, Total Project Cost: $460,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16727, Location: RYLES LANE (Lat: 31.368075, Lng: -87.198828), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 56 (year 1997), Average Future Daily Traffic: 116 (year 2034), Features Intersected: BUSHY CREEK, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 5.1m (16.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 20.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $240,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 16727, Location: RYLES LANE (Lat: 31.368075, Lng: -87.198828), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 56 (year 1997), Average Future Daily Traffic: 116 (year 2034), Features Intersected: BUSHY CREEK, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 5.1m (16.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 20.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $240,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 1789, Location: 0.1 MI W SR 41 (Lat: 31.410975, Lng: -87.240550), Route carried "on" structure: State highway 12, Year Built: 2009, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 5,496 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 8,244 (year 2039), Design Load: HS 20, Features Intersected: AL. RR * WJ NICHOLSON ST, Facility Carried by Structure: US 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.156, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.58m (28.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,471,000, Roadway Improvement Cost: $347,000, Total Project Cost: $3,818,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1789, Location: 0.1 MI W SR 41 (Lat: 31.410975, Lng: -87.240550), Route carried "on" structure: State highway 12, Year Built: 2009, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 5,496 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 8,244 (year 2039), Design Load: HS 20, Features Intersected: AL. RR * WJ NICHOLSON ST, Facility Carried by Structure: US 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.156, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.58m (28.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,471,000, Roadway Improvement Cost: $347,000, Total Project Cost: $3,818,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1789, Location: 0.1 MI W SR 41 (Lat: 31.410975, Lng: -87.240550), Route carried "under" structure: City street , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 120 (year 2019), Truck Traffic: 1%, Features Intersected: AL. RR * WJ NICHOLSON ST, Facility Carried by Structure: US 84
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 1789, Location: 0.1 MI W SR 41 (Lat: 31.410975, Lng: -87.240550), Route carried "under" structure: City street , Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 120 (year 2019), Truck Traffic: 1%, Features Intersected: AL. RR * WJ NICHOLSON ST, Facility Carried by Structure: US 84
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.3m (73.2ft)