Bridge Statistics for Brent, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 407ft / 124mTotal length
- $37,727,000Total costs
- 51,997Total average daily traffic
- 7,564Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Brent
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 31940-1949
- 11950-1959
- 51960-1969
- 21970-1979
- 51980-1989
- 51990-1999
- Bridge Condition - Deck
- 6.7%Very good
- 60.0%Good
- 26.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 13.3%Very good
- 66.7%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 13.3%Very good
- 66.7%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 477, Location: 1.6 MI N JCT SR 25 (Lat: 32.904933, Lng: -87.202150), Route carried "on" structure: State highway 5, Year Built: 1928, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,141 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 6,436 (year 2042), Design Load: H 15, Features Intersected: CONGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.326, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 72.8 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: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2022)
Structure Number: 477, Location: 1.6 MI N JCT SR 25 (Lat: 32.904933, Lng: -87.202150), Route carried "on" structure: State highway 5, Year Built: 1928, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,141 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 6,436 (year 2042), Design Load: H 15, Features Intersected: CONGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.326, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 72.8 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: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2022)
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Structure Number: 478, Location: 1.6 MI N JCT SR 25 (Lat: 32.904583, Lng: -87.202567), Route carried "on" structure: State highway 5, Year Built: 1928, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,141 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 6,436 (year 2042), Design Load: H 15, Features Intersected: Trib. to Horse Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.262, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.6 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $30,000, Total Project Cost: $328,000 ( Estimate for 2022)
Structure Number: 478, Location: 1.6 MI N JCT SR 25 (Lat: 32.904583, Lng: -87.202567), Route carried "on" structure: State highway 5, Year Built: 1928, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,141 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 6,436 (year 2042), Design Load: H 15, Features Intersected: Trib. to Horse Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.262, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.6 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $30,000, Total Project Cost: $328,000 ( Estimate for 2022)
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Structure Number: 2652, Location: 0.6 MI N JCT AL 25 (Lat: 32.888500, Lng: -87.216900), Route carried "on" structure: State highway 5, Year Built: 1942, Status: Temporarily open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 4,850 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 6,072 (year 2038), Design Load: H 15, Features Intersected: AFFONEE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.29m (14.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $854,000, Roadway Improvement Cost: $85,000, Total Project Cost: $939,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2652, Location: 0.6 MI N JCT AL 25 (Lat: 32.888500, Lng: -87.216900), Route carried "on" structure: State highway 5, Year Built: 1942, Status: Temporarily open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 4,850 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 6,072 (year 2038), Design Load: H 15, Features Intersected: AFFONEE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.29m (14.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $854,000, Roadway Improvement Cost: $85,000, Total Project Cost: $939,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2653, Location: 0.3 MI N JCT SR 25 (Lat: 32.889500, Lng: -87.216183), Route carried "on" structure: State highway 5, Year Built: 1942, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 4,850 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 6,072 (year 2033), Design Load: H 15, Features Intersected: AFFONEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.44m (21.13ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $1,281,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,409,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2653, Location: 0.3 MI N JCT SR 25 (Lat: 32.889500, Lng: -87.216183), Route carried "on" structure: State highway 5, Year Built: 1942, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 4,850 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 6,072 (year 2033), Design Load: H 15, Features Intersected: AFFONEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.44m (21.13ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $1,281,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,409,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2654, Location: 0.4 MI N JCT SR 25 (Lat: 32.891217, Lng: -87.215283), Route carried "on" structure: State highway 5, Year Built: 1942, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 4,850 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 6,072 (year 2038), Design Load: H 15, Features Intersected: AFFONEE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.361, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $715,000, Roadway Improvement Cost: $72,000, Total Project Cost: $787,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2654, Location: 0.4 MI N JCT SR 25 (Lat: 32.891217, Lng: -87.215283), Route carried "on" structure: State highway 5, Year Built: 1942, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 4,850 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 6,072 (year 2038), Design Load: H 15, Features Intersected: AFFONEE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.361, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $715,000, Roadway Improvement Cost: $72,000, Total Project Cost: $787,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6682, Location: 1.MI.S.CO.16.HAYSOPCH.RD. (Lat: 32.986908, Lng: -87.242347), Route carried "on" structure: County highway 83, Year Built: 1959, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 330 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 500 (year 2028), Design Load: HS 15, Features Intersected: HAYSOP CREEK TRIBU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6682, Location: 1.MI.S.CO.16.HAYSOPCH.RD. (Lat: 32.986908, Lng: -87.242347), Route carried "on" structure: County highway 83, Year Built: 1959, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 330 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 500 (year 2028), Design Load: HS 15, Features Intersected: HAYSOP CREEK TRIBU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7615, Location: 2.2MI E HARRISBURG CO.3 (Lat: 32.855522, Lng: -87.198656), Route carried "on" structure: County highway 3, Year Built: 1962, Status: Open, Structure Length: 18.32m (60.10ft), Average Daily Traffic: 50 (year 1989), Average Future Daily Traffic: 75 (year 2034), Design Load: H 15, Features Intersected: CAHABA RIVER
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 10, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 18.98m (62.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,774,000, Roadway Improvement Cost: $377,000, Total Project Cost: $4,151,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7615, Location: 2.2MI E HARRISBURG CO.3 (Lat: 32.855522, Lng: -87.198656), Route carried "on" structure: County highway 3, Year Built: 1962, Status: Open, Structure Length: 18.32m (60.10ft), Average Daily Traffic: 50 (year 1989), Average Future Daily Traffic: 75 (year 2034), Design Load: H 15, Features Intersected: CAHABA RIVER
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 10, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 18.98m (62.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,774,000, Roadway Improvement Cost: $377,000, Total Project Cost: $4,151,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 836, Location: 3.2MI S CVILLE ON CO.51 (Lat: 32.890656, Lng: -87.125203), Route carried "on" structure: County highway 51, Year Built: 1964, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 185 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 275 (year 2030), Design Load: HS 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: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $42,000, Total Project Cost: $461,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 836, Location: 3.2MI S CVILLE ON CO.51 (Lat: 32.890656, Lng: -87.125203), Route carried "on" structure: County highway 51, Year Built: 1964, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 185 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 275 (year 2030), Design Load: HS 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: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $42,000, Total Project Cost: $461,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9317, Location: INSIDE BRENT CTY LIMITS (Lat: 32.930050, Lng: -87.181267), Route carried "on" structure: State highway 5, Year Built: 1967, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 4,360 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 5,459 (year 2033), Design Load: HS 20, Features Intersected: HAYSOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.768, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.28m (43.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,004,000, Roadway Improvement Cost: $300,000, Total Project Cost: $3,304,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9317, Location: INSIDE BRENT CTY LIMITS (Lat: 32.930050, Lng: -87.181267), Route carried "on" structure: State highway 5, Year Built: 1967, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 4,360 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 5,459 (year 2033), Design Load: HS 20, Features Intersected: HAYSOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.768, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.28m (43.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,004,000, Roadway Improvement Cost: $300,000, Total Project Cost: $3,304,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9318, Location: INSIDE BRENT CITY LIMITS (Lat: 32.936667, Lng: -87.176917), Route carried "on" structure: State highway 5, Year Built: 1967, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,360 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 5,459 (year 2033), Design Load: HS 20, Features Intersected: GM*O RR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.592, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,404,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,544,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9318, Location: INSIDE BRENT CITY LIMITS (Lat: 32.936667, Lng: -87.176917), Route carried "on" structure: State highway 5, Year Built: 1967, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,360 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 5,459 (year 2033), Design Load: HS 20, Features Intersected: GM*O RR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.592, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,404,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,544,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9606, Location: ENGATE BIBB CO.4 (Lat: 32.965853, Lng: -87.219194), Route carried "on" structure: County highway 4, Year Built: 1968, Status: Posted for load, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 260 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 400 (year 2030), Design Load: H 15, Features Intersected: HAYSOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,975,000, Roadway Improvement Cost: $198,000, Total Project Cost: $2,173,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9606, Location: ENGATE BIBB CO.4 (Lat: 32.965853, Lng: -87.219194), Route carried "on" structure: County highway 4, Year Built: 1968, Status: Posted for load, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 260 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 400 (year 2030), Design Load: H 15, Features Intersected: HAYSOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,975,000, Roadway Improvement Cost: $198,000, Total Project Cost: $2,173,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11968, Location: 1.3MI SW CO.1 F.A.S05 (Lat: 32.922514, Lng: -87.249206), Route carried "on" structure: County highway 5, Year Built: 1978, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 120 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 180 (year 2030), Design Load: H 20, Features Intersected: AFONEE CREEK RELIEF BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $535,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11968, Location: 1.3MI SW CO.1 F.A.S05 (Lat: 32.922514, Lng: -87.249206), Route carried "on" structure: County highway 5, Year Built: 1978, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 120 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 180 (year 2030), Design Load: H 20, Features Intersected: AFONEE CREEK RELIEF BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $535,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11969, Location: 1.3MI SW BIBB CO.1 FAS.05 (Lat: 32.922183, Lng: -87.249850), Route carried "on" structure: County highway 5, Year Built: 1978, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 120 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 180 (year 2030), Design Load: H 20, Features Intersected: AFONEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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, Inspection Date: Febuary 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11969, Location: 1.3MI SW BIBB CO.1 FAS.05 (Lat: 32.922183, Lng: -87.249850), Route carried "on" structure: County highway 5, Year Built: 1978, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 120 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 180 (year 2030), Design Load: H 20, Features Intersected: AFONEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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, Inspection Date: Febuary 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12541, Location: EOLINE (Lat: 32.992833, Lng: -87.229461), Route carried "on" structure: US 82, Year Built: 1981, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 2,610 (year 2016), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2040), Design Load: HS 20, Features Intersected: HAYSOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.249, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, 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: Satisfactory, 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, Deck Geometry: Better than present minimum 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: Febuary 2022, Bridge Improvement Cost: $2,512,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,763,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12541, Location: EOLINE (Lat: 32.992833, Lng: -87.229461), Route carried "on" structure: US 82, Year Built: 1981, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 2,610 (year 2016), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2040), Design Load: HS 20, Features Intersected: HAYSOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.249, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, 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: Satisfactory, 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, Deck Geometry: Better than present minimum 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: Febuary 2022, Bridge Improvement Cost: $2,512,000, Roadway Improvement Cost: $251,000, Total Project Cost: $2,763,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13565, Location: 1.1 MI. E HARRISBURG CO 3 (Lat: 32.868042, Lng: -87.211222), Route carried "on" structure: County highway 3, Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 1989), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: AFFONEE CREEK
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $375,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 13565, Location: 1.1 MI. E HARRISBURG CO 3 (Lat: 32.868042, Lng: -87.211222), Route carried "on" structure: County highway 3, Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 1989), Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: AFFONEE CREEK
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $375,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 13577, Location: EOLINE (Lat: 32.993250, Lng: -87.229497), Route carried "on" structure: US 82, Year Built: 1985, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 2,610 (year 2016), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2042), Design Load: HS 20, Features Intersected: HAYSOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.249, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,454,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,699,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13577, Location: EOLINE (Lat: 32.993250, Lng: -87.229497), Route carried "on" structure: US 82, Year Built: 1985, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 2,610 (year 2016), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2042), Design Load: HS 20, Features Intersected: HAYSOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.249, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,454,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,699,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13578, Location: JCT SR 5 * SR 6 (Lat: 32.964700, Lng: -87.168400), Route carried "on" structure: US 82, Year Built: 1985, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 2,610 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2033), Design Load: HS 20, Features Intersected: SR 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.189, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.99m (36.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,616,000, Roadway Improvement Cost: $362,000, Total Project Cost: $3,978,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13578, Location: JCT SR 5 * SR 6 (Lat: 32.964700, Lng: -87.168400), Route carried "on" structure: US 82, Year Built: 1985, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 2,610 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2033), Design Load: HS 20, Features Intersected: SR 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.189, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.99m (36.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,616,000, Roadway Improvement Cost: $362,000, Total Project Cost: $3,978,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16247, Location: 0.4 MI N AL 5 ON CO 9 (Lat: 32.972758, Lng: -87.169008), Route carried "on" structure: County highway 10, Year Built: 1995, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 140 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: DRY HOLLOW BRANCH
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $383,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16247, Location: 0.4 MI N AL 5 ON CO 9 (Lat: 32.972758, Lng: -87.169008), Route carried "on" structure: County highway 10, Year Built: 1995, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 140 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: DRY HOLLOW BRANCH
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $383,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16673, Location: 0.2 MI S BRENT (Lat: 32.927433, Lng: -87.177014), Route carried "on" structure: State highway 25, Year Built: 1996, Status: Open, Structure Length: 16.25m (53.31ft), Average Daily Traffic: 3,240 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 4,296 (year 2040), Design Load: HS 20, Features Intersected: HAYSOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.063, 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: 13, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.3 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 minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.99m (55.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,894,000, Roadway Improvement Cost: $489,000, Total Project Cost: $5,383,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16673, Location: 0.2 MI S BRENT (Lat: 32.927433, Lng: -87.177014), Route carried "on" structure: State highway 25, Year Built: 1996, Status: Open, Structure Length: 16.25m (53.31ft), Average Daily Traffic: 3,240 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 4,296 (year 2040), Design Load: HS 20, Features Intersected: HAYSOP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.063, 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: 13, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.3 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 minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.99m (55.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,894,000, Roadway Improvement Cost: $489,000, Total Project Cost: $5,383,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16953, Location: JCT SR5 * SR6 (Lat: 32.964783, Lng: -87.168933), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 2,610 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2033), Design Load: HS 20, Features Intersected: SR5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.189, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.04m (36.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,181,000, Roadway Improvement Cost: $318,000, Total Project Cost: $3,499,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16953, Location: JCT SR5 * SR6 (Lat: 32.964783, Lng: -87.168933), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 2,610 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2033), Design Load: HS 20, Features Intersected: SR5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.189, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.04m (36.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,181,000, Roadway Improvement Cost: $318,000, Total Project Cost: $3,499,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17369, Location: .25 MI WEST INT. W/US 82 (Lat: 32.994939, Lng: -87.237883), Route carried "on" structure: County highway 11, Year Built: 1998, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 290 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2030), Design Load: HS 20, Features Intersected: MOONEY CREEK, Facility Carried by Structure: CO. RD. 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,148,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,263,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17369, Location: .25 MI WEST INT. W/US 82 (Lat: 32.994939, Lng: -87.237883), Route carried "on" structure: County highway 11, Year Built: 1998, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 290 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2030), Design Load: HS 20, Features Intersected: MOONEY CREEK, Facility Carried by Structure: CO. RD. 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,148,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,263,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13578, Location: JCT SR 5 * SR 6 (Lat: 32.964700, Lng: -87.168400), Route carried "under" structure: State highway 5, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 1,610 (year 2013), Truck Traffic: 10%, Features Intersected: SR 5, Facility Carried by Structure: US 82
Minimum Vertical Clearance: 5.50m (18.04ft), Kilometerpoint: 140.819, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)
Structure Number: 13578, Location: JCT SR 5 * SR 6 (Lat: 32.964700, Lng: -87.168400), Route carried "under" structure: State highway 5, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 1,610 (year 2013), Truck Traffic: 10%, Features Intersected: SR 5, Facility Carried by Structure: US 82
Minimum Vertical Clearance: 5.50m (18.04ft), Kilometerpoint: 140.819, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)
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Structure Number: 16953, Location: JCT SR5 * SR6 (Lat: 32.964783, Lng: -87.168933), Route carried "under" structure: US 82, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 1,610 (year 2013), Truck Traffic: 10%, Features Intersected: SR5
Minimum Vertical Clearance: 5.65m (18.54ft), Kilometerpoint: 140.819, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)
Structure Number: 16953, Location: JCT SR5 * SR6 (Lat: 32.964783, Lng: -87.168933), Route carried "under" structure: US 82, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 1,610 (year 2013), Truck Traffic: 10%, Features Intersected: SR5
Minimum Vertical Clearance: 5.65m (18.54ft), Kilometerpoint: 140.819, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)