Bridge Statistics for Coker, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 144ft / 43.5mTotal length
- $13,917,000Total costs
- 28,345Total average daily traffic
- 3,099Total average daily truck traffic
- 36,107Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Coker
- No street view available for this location
- New bridges - historical statistics
- 51950-1959
- 11970-1979
- 32000-2009
- 32010-2019
- Bridge Condition - Deck
- 62.5%Very good
- 12.5%Good
- 25.0%Fair
- Bridge Condition - Superstructure
- 12.5%Excellent
- 62.5%Very good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 12.5%Excellent
- 50.0%Very good
- 25.0%Good
- 12.5%Satisfactory
- Bridge Condition - Channel
- 50.0%Very good
- 33.3%Good
- 8.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 4109, Location: 2.2 MI NW OF JCT US NO 82 (Lat: 33.265692, Lng: -87.679081), Route carried "on" structure: County highway 83, Year Built: 1951, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 300 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2036), Design Load: HS 20, Features Intersected: Trib. of Big Creek, Facility Carried by Structure: UPPER COLUMBUS RD.
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: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $355,000, Roadway Improvement Cost: $36,000, Total Project Cost: $391,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4109, Location: 2.2 MI NW OF JCT US NO 82 (Lat: 33.265692, Lng: -87.679081), Route carried "on" structure: County highway 83, Year Built: 1951, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 300 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2036), Design Load: HS 20, Features Intersected: Trib. of Big Creek, Facility Carried by Structure: UPPER COLUMBUS RD.
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: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $355,000, Roadway Improvement Cost: $36,000, Total Project Cost: $391,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 411, Location: 2.5 MI NW OF JCT US NO 82 (Lat: 33.269736, Lng: -87.682517), Route carried "on" structure: County highway 83, Year Built: 1951, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2034), Design Load: HS 20, Features Intersected: Lake Lurleen Creek, Facility Carried by Structure: UPPER COLUMBUS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $329,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 411, Location: 2.5 MI NW OF JCT US NO 82 (Lat: 33.269736, Lng: -87.682517), Route carried "on" structure: County highway 83, Year Built: 1951, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2034), Design Load: HS 20, Features Intersected: Lake Lurleen Creek, Facility Carried by Structure: UPPER COLUMBUS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $329,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4343, Location: 12.7 MI NE GREEN CO LINE (Lat: 33.226250, Lng: -87.697456), Route carried "on" structure: County highway 28, Year Built: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2035), Design Load: HS 20, Features Intersected: JAYS CREEK, Facility Carried by Structure: ROMULUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $25,000, Total Project Cost: $270,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4343, Location: 12.7 MI NE GREEN CO LINE (Lat: 33.226250, Lng: -87.697456), Route carried "on" structure: County highway 28, Year Built: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2035), Design Load: HS 20, Features Intersected: JAYS CREEK, Facility Carried by Structure: ROMULUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $25,000, Total Project Cost: $270,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4344, Location: 14.0 MI NE GREEN CO LINE (Lat: 33.239719, Lng: -87.685636), Route carried "on" structure: County highway 28, Year Built: 1952, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 1,500 (year 2035), Design Load: HS 20, Features Intersected: NUBBIN CREEK, Facility Carried by Structure: ROMULUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $449,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4344, Location: 14.0 MI NE GREEN CO LINE (Lat: 33.239719, Lng: -87.685636), Route carried "on" structure: County highway 28, Year Built: 1952, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 1,500 (year 2035), Design Load: HS 20, Features Intersected: NUBBIN CREEK, Facility Carried by Structure: ROMULUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $449,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5819, Location: 0.2 MI W CO RD 140 (Lat: 33.247317, Lng: -87.677033), Route carried "on" structure: US 82, Year Built: 1957, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 9,445 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 12,229 (year 2038), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.807, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,642,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,806,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5819, Location: 0.2 MI W CO RD 140 (Lat: 33.247317, Lng: -87.677033), Route carried "on" structure: US 82, Year Built: 1957, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 9,445 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 12,229 (year 2038), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.807, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,642,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,806,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12045, Location: 0.25 MI WEST OF US HWY 82 (Lat: 33.245219, Lng: -87.677667), Route carried "on" structure: County highway 140, Year Built: 1978, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,500 (year 1997), Truck Traffic: 20%, Average Future Daily Traffic: 3,000 (year 2035), Design Load: H 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,277,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,405,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12045, Location: 0.25 MI WEST OF US HWY 82 (Lat: 33.245219, Lng: -87.677667), Route carried "on" structure: County highway 140, Year Built: 1978, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,500 (year 1997), Truck Traffic: 20%, Average Future Daily Traffic: 3,000 (year 2035), Design Load: H 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,277,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,405,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18064, Location: 4.9 MI. E TUSC CO. LINE (Lat: 33.273350, Lng: -87.754892), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 6,070 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 7,859 (year 2033), Design Load: HS 20, Features Intersected: SIPSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.892, 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,911,000, Roadway Improvement Cost: $291,000, Total Project Cost: $3,202,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18064, Location: 4.9 MI. E TUSC CO. LINE (Lat: 33.273350, Lng: -87.754892), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 6,070 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 7,859 (year 2033), Design Load: HS 20, Features Intersected: SIPSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.892, 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,911,000, Roadway Improvement Cost: $291,000, Total Project Cost: $3,202,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19076, Location: .10 MI. FROM JCT US 82 (Lat: 33.243386, Lng: -87.671856), Route carried "on" structure: County highway 53, Year Built: 2005, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 150 (year 2036), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: BILL GEORGE ROAD
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,086,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,195,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19076, Location: .10 MI. FROM JCT US 82 (Lat: 33.243386, Lng: -87.671856), Route carried "on" structure: County highway 53, Year Built: 2005, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 150 (year 2036), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: BILL GEORGE ROAD
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,086,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,195,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19534, Location: 2.0MI FM INT/W ROMULUS RD (Lat: 33.213367, Lng: -87.738419), Route carried "on" structure: County highway 140, Year Built: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 100 (year 2034), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: MICROWAVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19534, Location: 2.0MI FM INT/W ROMULUS RD (Lat: 33.213367, Lng: -87.738419), Route carried "on" structure: County highway 140, Year Built: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 100 (year 2034), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: MICROWAVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19912, Location: 4.9 MI. E. TUSCA.CO.LINE (Lat: 33.273467, Lng: -87.754700), Route carried "on" structure: US 82, Year Built: 2010, Status: Open, Structure Length: 9.13m (29.95ft), Average Daily Traffic: 6,070 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 7,859 (year 2033), Design Load: HS 20, Features Intersected: SIPSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,909,000, Roadway Improvement Cost: $291,000, Total Project Cost: $3,200,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19912, Location: 4.9 MI. E. TUSCA.CO.LINE (Lat: 33.273467, Lng: -87.754700), Route carried "on" structure: US 82, Year Built: 2010, Status: Open, Structure Length: 9.13m (29.95ft), Average Daily Traffic: 6,070 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 7,859 (year 2033), Design Load: HS 20, Features Intersected: SIPSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,909,000, Roadway Improvement Cost: $291,000, Total Project Cost: $3,200,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20547, Location: 0.6 MI SE OF JCT US NO 82 (Lat: 33.236553, Lng: -87.672056), Route carried "on" structure: County highway 55, Year Built: 2011, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 10 (year 2011), Average Future Daily Traffic: 10 (year 2035), Design Load: HS 20, Features Intersected: JAY CREEK, Facility Carried by Structure: BILL GEORGE ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20547, Location: 0.6 MI SE OF JCT US NO 82 (Lat: 33.236553, Lng: -87.672056), Route carried "on" structure: County highway 55, Year Built: 2011, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 10 (year 2011), Average Future Daily Traffic: 10 (year 2035), Design Load: HS 20, Features Intersected: JAY CREEK, Facility Carried by Structure: BILL GEORGE ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20582, Location: 0.8 MI SW OF JCT US NO 82 (Lat: 33.235417, Lng: -87.677306), Route carried "on" structure: County highway 54, Year Built: 2011, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 400 (year 2018), Average Future Daily Traffic: 500 (year 2035), Design Load: HS 20, Features Intersected: JAY CREEK, Facility Carried by Structure: LAKE ROBINWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: October 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20582, Location: 0.8 MI SW OF JCT US NO 82 (Lat: 33.235417, Lng: -87.677306), Route carried "on" structure: County highway 54, Year Built: 2011, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 400 (year 2018), Average Future Daily Traffic: 500 (year 2035), Design Load: HS 20, Features Intersected: JAY CREEK, Facility Carried by Structure: LAKE ROBINWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: October 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels