Bridge Statistics for Beatrice, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 344ft / 105mTotal length
- $30,714,000Total costs
- 53,501Total average daily traffic
- 5,585Total average daily truck traffic
- 75,704Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Beatrice
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11940-1949
- 11950-1959
- 11960-1969
- 11970-1979
- 21980-1989
- 41990-1999
- 62010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 7.1%Excellent
- 28.6%Very good
- 57.1%Good
- 7.1%Satisfactory
- Bridge Condition - Superstructure
- 7.1%Excellent
- 21.4%Very good
- 64.3%Good
- 7.1%Satisfactory
- Bridge Condition - Substructure
- 7.1%Excellent
- 21.4%Very good
- 50.0%Good
- 14.3%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 5.3%Excellent
- 5.3%Very good
- 73.7%Good
- 10.5%Satisfactory
- 5.3%Fair
- Bridge Condition - Culverts
- 33.3%Excellent
- 16.7%Good
- 50.0%Satisfactory
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Structure Number: 766, Location: 1 MI. S. OF BEATRICE (Lat: 31.715686, Lng: -87.213847), Route carried "on" structure: State highway 21, Year Built: 1930, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,940 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 2,419 (year 2033), Design Load: H 10, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.654, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: Satisfactory, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 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 minimum criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $218,000 ( Estimate for 2022)
Structure Number: 766, Location: 1 MI. S. OF BEATRICE (Lat: 31.715686, Lng: -87.213847), Route carried "on" structure: State highway 21, Year Built: 1930, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,940 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 2,419 (year 2033), Design Load: H 10, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.654, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: Satisfactory, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 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 minimum criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $218,000 ( Estimate for 2022)
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Structure Number: 1605, Location: 0.8 MI N CO RD 032 (Lat: 34.783161, Lng: -86.669656), Route carried "on" structure: County highway 61, Year Built: 1937, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 163 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 220 (year 2035), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: NICK FITCHARD RD
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: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $22,000, Total Project Cost: $244,000 ( Estimate for 2022)
Structure Number: 1605, Location: 0.8 MI N CO RD 032 (Lat: 34.783161, Lng: -86.669656), Route carried "on" structure: County highway 61, Year Built: 1937, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 163 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 220 (year 2035), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: NICK FITCHARD RD
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: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $22,000, Total Project Cost: $244,000 ( Estimate for 2022)
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Structure Number: 2165, Location: SEC 5 TION R23E (Lat: 31.866758, Lng: -85.765531), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 75 (year 2001), Average Future Daily Traffic: 80 (year 2035), Design Load: H 10, Features Intersected: BUCKHORN CREEK, Facility Carried by Structure: COUNTY ROAD 6621
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.58m (8.46ft), 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: $283,000, Roadway Improvement Cost: $28,000, Total Project Cost: $311,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2165, Location: SEC 5 TION R23E (Lat: 31.866758, Lng: -85.765531), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 75 (year 2001), Average Future Daily Traffic: 80 (year 2035), Design Load: H 10, Features Intersected: BUCKHORN CREEK, Facility Carried by Structure: COUNTY ROAD 6621
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.58m (8.46ft), 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: $283,000, Roadway Improvement Cost: $28,000, Total Project Cost: $311,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5356, Location: 1.5 MI. N. OF BEATRICE (Lat: 31.748450, Lng: -87.210164), Route carried "on" structure: State highway 265, Year Built: 1955, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 850 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 1,037 (year 2033), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.551, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $33,000, Total Project Cost: $361,000 ( Estimate for 2022)
Structure Number: 5356, Location: 1.5 MI. N. OF BEATRICE (Lat: 31.748450, Lng: -87.210164), Route carried "on" structure: State highway 265, Year Built: 1955, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 850 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 1,037 (year 2033), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.551, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $33,000, Total Project Cost: $361,000 ( Estimate for 2022)
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Structure Number: 6585, Location: 7 M E JCT SR 20 & SR 33 (Lat: 34.648944, Lng: -87.167417), Route carried "on" structure: State highway 20, Year Built: 1928, Year Reconstructed: 1959, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 13,230 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17,819 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.679, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,418,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,560,000 ( Estimate for 2022)
Structure Number: 6585, Location: 7 M E JCT SR 20 & SR 33 (Lat: 34.648944, Lng: -87.167417), Route carried "on" structure: State highway 20, Year Built: 1928, Year Reconstructed: 1959, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 13,230 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17,819 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.679, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,418,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,560,000 ( Estimate for 2022)
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Structure Number: 9576, Location: 1.0 MI.S. RILEY CROSSING (Lat: 31.713294, Lng: -87.146825), Route carried "on" structure: County highway 2, Year Built: 1968, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 100 (year 2033), Features Intersected: BRANCH, 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: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 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: January 2021, Other Special Inspection Date: January 2022, 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: 9576, Location: 1.0 MI.S. RILEY CROSSING (Lat: 31.713294, Lng: -87.146825), Route carried "on" structure: County highway 2, Year Built: 1968, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 1993), Average Future Daily Traffic: 100 (year 2033), Features Intersected: BRANCH, 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: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 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: January 2021, Other Special Inspection Date: January 2022, 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: 11162, Location: 3.0 MI.S.W.RILEY CROSSING (Lat: 31.711461, Lng: -87.159942), Route carried "on" structure: County highway 2, Year Built: 1974, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 1993), Truck Traffic: 20%, Average Future Daily Traffic: 100 (year 2033), Features Intersected: BRANCH, 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: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 25.8 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $17,000, Total Project Cost: $190,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11162, Location: 3.0 MI.S.W.RILEY CROSSING (Lat: 31.711461, Lng: -87.159942), Route carried "on" structure: County highway 2, Year Built: 1974, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 1993), Truck Traffic: 20%, Average Future Daily Traffic: 100 (year 2033), Features Intersected: BRANCH, 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: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 25.8 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $17,000, Total Project Cost: $190,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 14546, Location: 3.3 MI. S. OF BEATRICE (Lat: 31.683072, Lng: -87.218194), Route carried "on" structure: State highway 21, Year Built: 1988, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,940 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 2,419 (year 2033), Design Load: HS 20, Features Intersected: ROBINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.966, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,050,000, Roadway Improvement Cost: $205,000, Total Project Cost: $2,255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14546, Location: 3.3 MI. S. OF BEATRICE (Lat: 31.683072, Lng: -87.218194), Route carried "on" structure: State highway 21, Year Built: 1988, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,940 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 2,419 (year 2033), Design Load: HS 20, Features Intersected: ROBINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.966, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,050,000, Roadway Improvement Cost: $205,000, Total Project Cost: $2,255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14547, Location: 3.2 MI. S. OF BEATRICE (Lat: 31.684806, Lng: -87.217714), Route carried "on" structure: State highway 21, Year Built: 1988, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 1,940 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 2,419 (year 2033), Design Load: HS 20, Features Intersected: ROBINSON CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.93m (35.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,073,000, Roadway Improvement Cost: $307,000, Total Project Cost: $3,380,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14547, Location: 3.2 MI. S. OF BEATRICE (Lat: 31.684806, Lng: -87.217714), Route carried "on" structure: State highway 21, Year Built: 1988, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 1,940 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 2,419 (year 2033), Design Load: HS 20, Features Intersected: ROBINSON CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.93m (35.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,073,000, Roadway Improvement Cost: $307,000, Total Project Cost: $3,380,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15695, Location: 3.3 MI. N. OF BEATRICE (Lat: 31.772436, Lng: -87.217619), Route carried "on" structure: State highway 265, Year Built: 1993, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 780 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 952 (year 2033), Design Load: HS 20, Features Intersected: FLAT CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.5 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,513,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,764,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15695, Location: 3.3 MI. N. OF BEATRICE (Lat: 31.772436, Lng: -87.217619), Route carried "on" structure: State highway 265, Year Built: 1993, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 780 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 952 (year 2033), Design Load: HS 20, Features Intersected: FLAT CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.5 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,513,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,764,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15696, Location: 3.6 MI. N. OF BEATRICE (Lat: 31.775753, Lng: -87.219267), Route carried "on" structure: State highway 265, Year Built: 1993, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 780 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 952 (year 2033), Design Load: HS 20, Features Intersected: FLAT CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.647, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,365,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15696, Location: 3.6 MI. N. OF BEATRICE (Lat: 31.775753, Lng: -87.219267), Route carried "on" structure: State highway 265, Year Built: 1993, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 780 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 952 (year 2033), Design Load: HS 20, Features Intersected: FLAT CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.647, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,365,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15697, Location: 3.9 MI. N. OF BEATRICE (Lat: 31.778583, Lng: -87.223281), Route carried "on" structure: State highway 265, Year Built: 1993, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 780 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 952 (year 2033), Design Load: HS 20, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.291, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.5 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,513,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,764,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15697, Location: 3.9 MI. N. OF BEATRICE (Lat: 31.778583, Lng: -87.223281), Route carried "on" structure: State highway 265, Year Built: 1993, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 780 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 952 (year 2033), Design Load: HS 20, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.291, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.5 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,513,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,764,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15845, Location: 1.25 MI N PINEVILLE CEM (Lat: 31.758047, Lng: -87.161867), Route carried "on" structure: County highway 1, Year Built: 1993, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 75 (year 1993), Average Future Daily Traffic: 150 (year 2033), Features Intersected: BRANCH TO FLAT CREEK, Facility Carried by Structure: CO RD
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: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.4 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: 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: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $183,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 15845, Location: 1.25 MI N PINEVILLE CEM (Lat: 31.758047, Lng: -87.161867), Route carried "on" structure: County highway 1, Year Built: 1993, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 75 (year 1993), Average Future Daily Traffic: 150 (year 2033), Features Intersected: BRANCH TO FLAT CREEK, Facility Carried by Structure: CO RD
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: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.4 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: 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: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $183,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 2095, Location: 3 MI OFF OF RIDGE ROAD (Lat: 31.689333, Lng: -87.250106), Route carried "on" structure: County highway 1, Year Built: 2014, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 56 (year 2034), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, 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: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.96m (6.43ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $22,000, Total Project Cost: $237,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2095, Location: 3 MI OFF OF RIDGE ROAD (Lat: 31.689333, Lng: -87.250106), Route carried "on" structure: County highway 1, Year Built: 2014, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 56 (year 2034), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, 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: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.96m (6.43ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $22,000, Total Project Cost: $237,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 2121, Location: .02 MI East of CR 13 (Lat: 30.472400, Lng: -87.868800), Route carried "on" structure: County highway 32, Year Built: 2017, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,698 (year 2016), Average Future Daily Traffic: 6,342 (year 2036), Features Intersected: Drainage
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $32,000, Total Project Cost: $350,000 ( Estimate for 2022)
Structure Number: 2121, Location: .02 MI East of CR 13 (Lat: 30.472400, Lng: -87.868800), Route carried "on" structure: County highway 32, Year Built: 2017, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,698 (year 2016), Average Future Daily Traffic: 6,342 (year 2036), Features Intersected: Drainage
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $32,000, Total Project Cost: $350,000 ( Estimate for 2022)
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Structure Number: 2122, Location: _I20 (Lat: 33.529081, Lng: -86.805742), Route carried "on" structure: Ramp Interstate 20, Year Built: 2019, Status: Open, Structure Length: 46.18m (151.51ft), Average Daily Traffic: 15,477 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 19,148 (year 2041), Design Load: HL 93, Features Intersected: _US31, RR, 28th StN
Minimum Vertical Clearance: 10.92m (35.83ft), Kilometerpoint: 204.371, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 46.18m (151.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $8,549,000, Roadway Improvement Cost: $855,000, Total Project Cost: $9,404,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2122, Location: _I20 (Lat: 33.529081, Lng: -86.805742), Route carried "on" structure: Ramp Interstate 20, Year Built: 2019, Status: Open, Structure Length: 46.18m (151.51ft), Average Daily Traffic: 15,477 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 19,148 (year 2041), Design Load: HL 93, Features Intersected: _US31, RR, 28th StN
Minimum Vertical Clearance: 10.92m (35.83ft), Kilometerpoint: 204.371, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 46.18m (151.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $8,549,000, Roadway Improvement Cost: $855,000, Total Project Cost: $9,404,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2123, Location: 0.7 mi w jct Lee Rd 191 (Lat: 32.529828, Lng: -85.556158), Route carried "on" structure: County highway 1014, Year Built: 2019, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 31 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 47 (year 2041), Design Load: HS 20, Features Intersected: Choctafaula Creek, Facility Carried by Structure: Lee Road 14
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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.38m (14.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $720,000, Roadway Improvement Cost: $72,000, Total Project Cost: $792,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 2123, Location: 0.7 mi w jct Lee Rd 191 (Lat: 32.529828, Lng: -85.556158), Route carried "on" structure: County highway 1014, Year Built: 2019, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 31 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 47 (year 2041), Design Load: HS 20, Features Intersected: Choctafaula Creek, Facility Carried by Structure: Lee Road 14
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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.38m (14.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $720,000, Roadway Improvement Cost: $72,000, Total Project Cost: $792,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 2124, Location: 100' West of CR RD 296 (Lat: 32.491300, Lng: -85.042700), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,632 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 19,000 (year 2038), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: CR 427 OPELIKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,664,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,830,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2124, Location: 100' West of CR RD 296 (Lat: 32.491300, Lng: -85.042700), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,632 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 19,000 (year 2038), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: CR 427 OPELIKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,664,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,830,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2142, Location: _ (Lat: 34.706856, Lng: -86.821931), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2035), Design Load: HS 20, Features Intersected: _, Facility Carried by Structure: _Shalerock Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $62,000, Total Project Cost: $679,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2142, Location: _ (Lat: 34.706856, Lng: -86.821931), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2035), Design Load: HS 20, Features Intersected: _, Facility Carried by Structure: _Shalerock Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $62,000, Total Project Cost: $679,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2146, Location: 1.15 mi East of SR 71 (Lat: 34.844136, Lng: -85.604575), Route carried "on" structure: County highway 292, Year Built: 2018, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 860 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 1,292 (year 2040), Features Intersected: Higdon Creek, Facility Carried by Structure: CR 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $58,000, Total Project Cost: $633,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 2146, Location: 1.15 mi East of SR 71 (Lat: 34.844136, Lng: -85.604575), Route carried "on" structure: County highway 292, Year Built: 2018, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 860 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 1,292 (year 2040), Features Intersected: Higdon Creek, Facility Carried by Structure: CR 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $58,000, Total Project Cost: $633,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels