Bridge Statistics for Falkville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 882,  Location: 1 MI S CITY OF HARTSELLE (Lat: 34.398531,  Lng: -86.914217),  Route carried "on" structure: US 31,  Year Built: 1931,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 4,335 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,568 (year 2033),  Design Load: H 15,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.173,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.1m (3.6ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 55.40m (181.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $987,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,086,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2011,  Location: JACKSON TRACE RD. (Lat: 33.694383,  Lng: -86.074656),  Route carried "on" structure: County highway 47,  Year Built: 1939,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 110 (year 1993),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2036),  Features Intersected: ACKER CREEK,  Facility Carried by Structure: JACKSON TRACE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 23.40m (76.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $230,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2012,  Location: 1 MI N JCT US 80 (Lat: 32.456639,  Lng: -85.368667),  Route carried "on" structure: State highway 51,  Year Built: 1939,  Status: Temporarily open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 1,200 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,642 (year 2033),  Design Load: H 10,  Features Intersected: WATULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.517,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 29.50m (96.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $506,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $557,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3768,  Location: 0.5 MI W SR 31 (Lat: 34.332300,  Lng: -86.892500),  Route carried "on" structure: County highway 45,  Year Built: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,440 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,557 (year 2036),  Design Load: HS 15,  Features Intersected: FLINT CREEK RELIEF,  Facility Carried by Structure: OLD HWY 31
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $273,000 ( Estimate for 2018)

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Structure Number: 3784,  Location: 1.2 N W US 31 (Lat: 34.363506,  Lng: -86.927939),  Route carried "on" structure: County highway 49,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 80 (year 2007),  Average Future Daily Traffic: 140 (year 2038),  Design Load: H 10,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: ROBINSON CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 21.40m (70.21ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2016,  Other Special Inspection Date: December 2017,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $242,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4006,  Location: 1 MI N JCT I65 * US 31 (Lat: 34.329056,  Lng: -86.901114),  Route carried "on" structure: US 31,  Year Built: 1951,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 5,290 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,795 (year 2033),  Design Load: HS 20,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.387,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  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: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 82.80m (271.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $1,873,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $2,060,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4411,  Location: 2.9MI S JCT SR 67 *SR36 (Lat: 34.421667,  Lng: -86.714833),  Route carried "on" structure: State highway 67,  Year Built: 1952,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 4,500 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,838 (year 2033),  Design Load: H 15,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 34.252,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  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: 0.9m (3.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 51.20m (167.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,018,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,120,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4543,  Location: 3 MI N JCT I65 * US31 (Lat: 34.360000,  Lng: -86.908333),  Route carried "on" structure: US 31,  Year Built: 1953,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,290 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,795 (year 2033),  Design Load: H 15,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 547.331,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 78.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.60m (41.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $691,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $760,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4544,  Location: .2 MI.NORTH CO RD 55 (Lat: 34.374569,  Lng: -86.910911),  Route carried "on" structure: US 31,  Year Built: 1953,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 7,390 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,493 (year 2033),  Design Load: H 15,  Features Intersected: PAINTERS CREEK,  Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 3.02m (9.91ft),  Kilometerpoint: 54.897,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.20m (66.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,513,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $1,664,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4545,  Location: 1 MI S CITY OF HARTSELLE (Lat: 34.398333,  Lng: -86.913333),  Route carried "on" structure: US 31,  Year Built: 1953,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 4,335 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,568 (year 2033),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.173,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 10 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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.62m (2.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $1,403,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,543,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5481,  Location: 1.5 MI W FR 31 (Lat: 34.373311,  Lng: -86.933664),  Route carried "on" structure: County highway 13,  Year Built: 1956,  Status: Posted for load,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 2,065 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,141 (year 2037),  Design Load: H 15,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: COUNTY HWY 55W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 82.80m (271.65ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2016,  Other Special Inspection Date: August 2017,  Bridge Improvement Cost: $1,362,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $1,498,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8192,  Location: 1 MI N JCT I65 * US 31 (Lat: 34.328336,  Lng: -86.900425),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 15,465 (year 2016),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,593 (year 2033),  Design Load: HS 20,  Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 513.363,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  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: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 119.20m (391.08ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Underwater Inspection Date: June 2016,  Bridge Improvement Cost: $2,698,000,  Roadway Improvement Cost: $270,000,  Total Project Cost: $2,968,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8193,  Location: 1 MI N JCT I-65 * US 31 (Lat: 34.328206,  Lng: -86.900194),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 15,465 (year 2016),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,593 (year 2033),  Design Load: HS 20,  Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 513.363,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 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 minimum criteria,  Length Of Structure Improvement: 119.20m (391.08ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Underwater Inspection Date: June 2016,  Bridge Improvement Cost: $2,698,000,  Roadway Improvement Cost: $270,000,  Total Project Cost: $2,968,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8194,  Location: 1 MI N JCT I65 * US 31 (Lat: 34.330322,  Lng: -86.899728),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 15,465 (year 2016),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,593 (year 2033),  Design Load: HS 20,  Features Intersected: L*N RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 513.606,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 83.50m (273.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $1,889,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $2,078,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8195,  Location: 1 MI N JCT I65 * US 31 (Lat: 34.330083,  Lng: -86.899542),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 15,465 (year 2016),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,593 (year 2033),  Design Load: HS 20,  Features Intersected: L * N RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 513.604,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 83.50m (273.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $1,889,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $2,078,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8196,  Location: 2 MI N JCT I-65 * US 31 (Lat: 34.339042,  Lng: -86.894594),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 30,930 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 39,186 (year 2033),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 514.725,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.70m (58.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $2,920,000,  Roadway Improvement Cost: $292,000,  Total Project Cost: $3,212,000 ( Estimate for 2018)

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Structure Number: 8197,  Location: 2 MI N JCT I65 * US 31 (Lat: 34.339014,  Lng: -86.893589),  Route carried "under" structure: Interstate 65,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 30,930 (year 2018),  Truck Traffic: 31%,  Features Intersected: I-65,  Facility Carried by Structure: LACON ROAD
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 514.741,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 9529,  Location: 3 MI N JCT I65 * US 31 (Lat: 34.353525,  Lng: -86.891375),  Route carried "on" structure: County highway 200,  Year Built: 1968,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 218 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 461 (year 2036),  Design Load: H 20,  Features Intersected: I-65,  Facility Carried by Structure: PINEY GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 103.40m (339.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $2,057,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $2,263,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9529,  Location: 3 MI N JCT I65 * US 31 (Lat: 34.353525,  Lng: -86.891375),  Route carried "under" structure: Interstate 65,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 30,930 (year 2013),  Truck Traffic: 31%,  Features Intersected: I-65,  Facility Carried by Structure: PINEY GROVE RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 516.389,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 953,  Location: 3 MI N JCT I-65 * US 31 (Lat: 34.355056,  Lng: -86.891533),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 30,930 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 39,186 (year 2033),  Design Load: H 20,  Features Intersected: ROBINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 516.791,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.70m (74.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $2,582,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $2,840,000 ( Estimate for 2018)

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Structure Number: 9531,  Location: 3.2 MI N JCT I65 * US31 (Lat: 34.360000,  Lng: -86.891667),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 30,930 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 39,186 (year 2033),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 517.016,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.10m (46.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $1,601,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $1,761,000 ( Estimate for 2018)

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Structure Number: 9532,  Location: 4 MI JCT I65 * US31 (Lat: 34.368144,  Lng: -86.890747),  Route carried "on" structure: County highway 55,  Year Built: 1968,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 1,979 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,800 (year 2035),  Design Load: HS 20,  Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 7.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 103.40m (339.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $2,340,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $2,574,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9532,  Location: 4 MI JCT I65 * US31 (Lat: 34.368144,  Lng: -86.890747),  Route carried "under" structure: Interstate 65,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 30,930 (year 2018),  Truck Traffic: 31%,  Features Intersected: I-65,  Facility Carried by Structure: E. PIKE RD(CR 55)
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 517.998,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 9533,  Location: 4 MI N JCT I65 * US 31 (Lat: 34.370256,  Lng: -86.891700),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,322 (year 2017),  Truck Traffic: 30%,  Average Future Daily Traffic: 4,208 (year 2033),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 518.225,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.60m (41.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $691,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $760,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9534,  Location: 4 MI N JCT I65 * US 31 (Lat: 34.370281,  Lng: -86.891211),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 33,220 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 42,087 (year 2033),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 518.225,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.60m (41.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $1,616,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $1,778,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9535,  Location: 4 MI N JCT I65 * US 31 (Lat: 34.370317,  Lng: -86.890761),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,322 (year 2017),  Truck Traffic: 30%,  Average Future Daily Traffic: 4,208 (year 2033),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 518.225,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.60m (41.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $728,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $801,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14686,  Location: 0.5 MI W FR 31 (Lat: 34.333867,  Lng: -86.908681),  Route carried "on" structure: County highway 45,  Year Built: 1922,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 1,440 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,556 (year 2036),  Design Load: H 15,  Features Intersected: FLINT CREEK,  Facility Carried by Structure: OLD HWY 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 51.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 67.20m (220.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $1,337,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $1,471,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18511,  Location: 1.0 MI EAST SR 31 (Lat: 34.338644,  Lng: -86.885744),  Route carried "on" structure: County highway 1045,  Year Built: 2003,  Status: Open,  Structure Length: 0.13m (0.43ft),  Average Daily Traffic: 791 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,548 (year 2037),  Design Load: HS 20,  Features Intersected: BRANCH OF FLINT CREEK
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.80m (64.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $479,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $527,000 ( Estimate for 2018)

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Structure Number: 19914,  Location: 0.9 MI W SISPEY RIVER (Lat: 33.276889,  Lng: -87.769256),  Route carried "on" structure: US 82,  Year Built: 2010,  Status: Open,  Structure Length: 7.76m (25.46ft),  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 RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.497,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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: 87.80m (288.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $2,528,000,  Roadway Improvement Cost: $253,000,  Total Project Cost: $2,781,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19916,  Location: 0.4 MI W SIPSEY RIVER (Lat: 33.275025,  Lng: -87.761361),  Route carried "on" structure: US 82,  Year Built: 2010,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 6,070 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,859 (year 2036),  Design Load: HS 20,  Features Intersected: SIPSEY RELIEF RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 56.251,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 115.0m (377.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 6.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: 72.80m (238.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $2,097,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,307,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19921,  Location: .5 MI W EXIT 79 (Lat: 33.582778,  Lng: -85.935028),  Route carried "on" structure: Interstate 20,  Year Built: 2008,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 34,900 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 42,165 (year 2033),  Design Load: HS 20,  Features Intersected: CO. LINE ROAD W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 288.351,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 182.0m (597.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 3.8m (12.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 84.30m (276.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $7,168,000,  Roadway Improvement Cost: $717,000,  Total Project Cost: $7,885,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19924,  Location: C.R. 94 (Lat: 31.405039,  Lng: -87.148317),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Posted for load,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 60 (year 2007),  Average Future Daily Traffic: 78 (year 2033),  Features Intersected: BURNT CORN CREEK,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.1m (46.3ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 14.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 34.50m (113.19ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Other Special Inspection Date: November 2017,  Bridge Improvement Cost: $378,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $416,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 19927,  Location: .4 MI SOUTH OF CO. ROAD 2 (Lat: 33.233614,  Lng: -87.684828),  Route carried "on" structure: County highway 375,  Year Built: 2006,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 15 (year 2007),  Average Future Daily Traffic: 20 (year 2034),  Design Load: HS 20,  Features Intersected: JAYS CREEK,  Facility Carried by Structure: JAYS CREEK LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 9.1m (29.9ft)

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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 17.10m (56.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $386,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20104,  Location: .5 MILE NORTH GOV. DRIVE (Lat: 34.716678,  Lng: -86.600028),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 4,100 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,746 (year 2035),  Design Load: HS 20,  Features Intersected: BROGLAN BRANCH,  Facility Carried by Structure: WEST CLINTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.3m (4.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.90m (114.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $1,676,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $1,844,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20106,  Location: 0.5 MI E. CR 81 (Lat: 33.384344,  Lng: -86.438969),  Route carried "on" structure: County highway 83,  Year Built: 2008,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 300 (year 2016),  Average Future Daily Traffic: 420 (year 2036),  Design Load: HS 20,  Features Intersected: BLUE SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $503,000 ( Estimate for 2018)

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Structure Number: 20205,  Location: 1 MI NORTH I-565 (Lat: 34.730944,  Lng: -86.695139),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 13,400 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,760 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: EXPLORER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $1,824,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $2,006,000 ( Estimate for 2018)

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Structure Number: 20206,  Location: .13 FROM AL 27 (Lat: 31.373317,  Lng: -85.834600),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 30 (year 2017),  Average Future Daily Traffic: 35 (year 2037),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: LEGENDS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.216,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 87.0m (285.4ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.90m (62.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $528,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20331,  Location: 5.5 MI SW OF BERRY (Lat: 33.611322,  Lng: -87.677069),  Route carried "on" structure: County highway 15,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 108 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 114 (year 2031),  Design Load: HS 20,  Features Intersected: SANDY PAINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 12.60m (41.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $298,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $328,000 ( Estimate for 2018)

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Structure Number: 20332,  Location: 4.5 MI. NE OF FAYETTE (Lat: 33.705317,  Lng: -87.753778),  Route carried "on" structure: County highway 81,  Year Built: 1967,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 75 (year 2009),  Average Future Daily Traffic: 100 (year 2030),  Design Load: HS 20,  Features Intersected: FULTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $265,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $292,000 ( Estimate for 2018)

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Structure Number: 20333,  Location: 3 MI SE OF GLENN ALLEN (Lat: 33.886089,  Lng: -87.698769),  Route carried "on" structure: County highway 53,  Year Built: 1956,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 173 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 180 (year 2030),  Design Load: HS 20,  Features Intersected: TUCKER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.576,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.90m (42.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $370,000 ( Estimate for 2018)

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Structure Number: 20508,  Location: 0.5MI EAST CR40 (Lat: 34.370014,  Lng: -86.959964),  Route carried "on" structure: County highway 1013,  Year Built: 2011,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 1,330 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,270 (year 2038),  Design Load: HS 20,  Features Intersected: MACK CREEK,  Facility Carried by Structure: HIGHWAY 55 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.60m (80.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $597,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $657,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20636,  Location: 0.7 MI WEST OF US31 (Lat: 34.330697,  Lng: -86.914281),  Route carried "on" structure: County highway 1047,  Year Built: 2013,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 440 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 703 (year 2036),  Design Load: HS 20,  Features Intersected: SALLY MIKE CREEK,  Facility Carried by Structure: WEST LACON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 39.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.70m (81.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $614,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $675,000 ( Estimate for 2018)