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

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Structure Number: 1871,  Location: 2.0 MILES E. OF U.S.31 (Lat: 32.277867,  Lng: -86.315553),  Route carried "on" structure: County highway 42,  Year Built: 2003,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 3,000 (year 2001),  Average Future Daily Traffic: 3,000 (year 2041),  Design Load: HS 20,  Features Intersected: WILEY CREEK,  Facility Carried by Structure: HYUNDAI BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,114,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,225,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18711,  Location: .9 MI NORTH OF US 31 (Lat: 32.277600,  Lng: -86.347500),  Route carried "on" structure: County highway 42,  Year Built: 2003,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 18,160 (year 2003),  Truck Traffic: 21%,  Average Future Daily Traffic: 36,135 (year 2028),  Design Load: HS 20,  Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,558,000,  Roadway Improvement Cost: $356,000,  Total Project Cost: $3,914,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18712,  Location: .9 MI EAST OF US 31 (Lat: 32.277356,  Lng: -86.347233),  Route carried "on" structure: County highway 42,  Year Built: 2003,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 1,006 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,570 (year 2028),  Design Load: HS 20,  Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.2 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,558,000,  Roadway Improvement Cost: $356,000,  Total Project Cost: $3,914,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18798,  Location: .318 MI S. OF US 80 (Lat: 32.366086,  Lng: -86.080833),  Route carried "on" structure: ServiceState highway 293,  Year Built: 2002,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 489 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,029 (year 2034),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.512,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Better than present minimum criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $852,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $937,000 ( Estimate for 2022)

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Structure Number: 1896,  Location: 0.15 MI S OF DAY ST (Lat: 32.366867,  Lng: -86.345083),  Route carried "on" structure: City street 15000,  Year Built: 2001,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 210 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 294 (year 2038),  Design Load: H 20,  Features Intersected: WESTEND DRAINAGE DITCH,  Facility Carried by Structure: COMMUNITY ST
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.101,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,114,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,225,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 193,  Location: 350 FT E OF LAKERIDGE DR (Lat: 32.356056,  Lng: -86.150944),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 500 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2038),  Design Load: HS 20,  Features Intersected: POND,  Facility Carried by Structure: WYNLAKES BLVD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.31m (10.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,020,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,122,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19301,  Location: 1.7 MI E OF TAYLOR RD (Lat: 32.365064,  Lng: -86.145561),  Route carried "on" structure: Business City street ,  Year Built: 2001,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,000 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,000 (year 2036),  Design Load: HS 20,  Features Intersected: POND,  Facility Carried by Structure: EASTCHASE PKWY
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 2.4m (7.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.31m (10.86ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $2,040,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $2,244,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19302,  Location: 300FT E OF EASTCHASE PKWY (Lat: 32.365556,  Lng: -86.141197),  Route carried "on" structure: Business City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 550 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2038),  Design Load: HS 20,  Features Intersected: BOYD COOPER DRAINGE,  Facility Carried by Structure: BOYD COOPER PKWY
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,573,000,  Roadway Improvement Cost: $357,000,  Total Project Cost: $3,930,000 ( Estimate for 2022)

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Structure Number: 19303,  Location: 300 FT N OF OLD MARSH WAY (Lat: 32.344478,  Lng: -86.164881),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 150 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2038),  Design Load: HS 20,  Features Intersected: LAKE,  Facility Carried by Structure: WYNGATE DR
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 8.8m (28.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 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: Better than present minimum criteria,  Length Of Structure Improvement: 2.58m (8.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $619,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $681,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19544,  Location: 1200 FT W OF S. BY-PASS (Lat: 32.329589,  Lng: -86.348050),  Route carried "on" structure: US 31,  Year Built: 2006,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 13,930 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,894 (year 2033),  Design Load: HS 20,  Features Intersected: L * N RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 287.599,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 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: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.95m (22.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,004,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $4,404,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19813,  Location: 1.08MI.N.CLOVERFIELDRD. (Lat: 32.209683,  Lng: -86.405850),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 500 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: VENABLE ROAD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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 minimum criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $578,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $636,000 ( Estimate for 2022)

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Structure Number: 19818,  Location: 1.4MI N. OF JACKSON ST. (Lat: 32.411417,  Lng: -86.327000),  Route carried "on" structure: State highway 601,  Year Built: 1937,  Year Reconstructed: 1984,  Status: Temporarily open,  Structure Length: 15.97m (52.40ft),  Average Daily Traffic: 62 (year 2011),  Average Future Daily Traffic: 103 (year 2031),  Features Intersected: CSX RAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 19,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Serious,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.72m (54.86ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $3,096,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $3,406,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19918,  Location: 1.4 MI E OF EASTERN BLVD (Lat: 32.382233,  Lng: -86.186653),  Route carried "on" structure: City street 80,  Year Built: 2009,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 18,520 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,580 (year 2034),  Design Load: HS 20,  Features Intersected: OLIVER CREEK,  Facility Carried by Structure: ATLANTA HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,313,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,444,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19919,  Location: 0.27 MI W OF TAYLOR RD (Lat: 32.332914,  Lng: -86.183239),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 2,400 (year 2006),  Average Future Daily Traffic: 3,360 (year 2038),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: AVERIETT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.86m (19.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,767,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $1,944,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1992,  Location: 0.2 MI N OF W. SOUTH BLVD (Lat: 32.329600,  Lng: -86.325300),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,500 (year 2038),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: DAVENPORT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 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: Better than present minimum criteria,  Length Of Structure Improvement: 3.31m (10.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,111,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,222,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19931,  Location: 525' SOUTH OF AL110 (Lat: 32.345461,  Lng: -86.084783),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 241 (year 2020),  Average Future Daily Traffic: 315 (year 2040),  Design Load: HS 20,  Features Intersected: MILLIES CRK,  Facility Carried by Structure: LODGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.304,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $584,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $642,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 19941,  Location: 0.4MI E OF DEERCREEK BLVD (Lat: 32.332522,  Lng: -86.130956),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 100 (year 2011),  Average Future Daily Traffic: 100 (year 2036),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: MARSTON WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Toll: Toll bridge is a segment,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: 4.03m (13.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,050,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,155,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20542,  Location: MONTG.* LOWNDES CO. LINE (Lat: 32.285000,  Lng: -86.485000),  Route carried "on" structure: US 80,  Year Built: 2017,  Status: Open,  Structure Length: 18.11m (59.42ft),  Average Daily Traffic: 17,390 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 28,520 (year 2036),  Design Load: HL 93,  Features Intersected: PINTLALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.939,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.78m (61.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $5,408,000,  Roadway Improvement Cost: $541,000,  Total Project Cost: $5,949,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2058,  Location: 0.44 MI E OF TAYLOR RD (Lat: 32.315900,  Lng: -86.175133),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,000 (year 2012),  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: PARK CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Toll: Toll bridge is a segment,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $882,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $970,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20581,  Location: 1.9 MI E OF TAYOR RD (Lat: 32.305242,  Lng: -86.158447),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,000 (year 2012),  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: PARK CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Toll: Toll bridge is a segment,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $20,495,000,  Roadway Improvement Cost: $2,050,000,  Total Project Cost: $22,545,000 ( Estimate for 2022)

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Structure Number: 20661,  Location: 2.5 MI. NE OF KINGVILLE (Lat: 33.702350,  Lng: -88.020486),  Route carried "on" structure: County highway 49,  Year Built: 2013,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 140 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 208 (year 2036),  Design Load: HS 20,  Features Intersected: HELL'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.69m (35.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,980,000,  Roadway Improvement Cost: $198,000,  Total Project Cost: $2,178,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21042,  Location: MONTGOMERY (Lat: 32.624025,  Lng: -86.312447),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: UNIVERSITY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.748,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.83m (12.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $657,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $723,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 21378,  Location: 1.9mi W.of Meriwether rd (Lat: 32.291558,  Lng: -86.190236),  Route carried "on" structure: US 82,  Year Built: 2020,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 11,830 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,217 (year 2033),  Design Load: HL 93,  Features Intersected: JENKINS CREEK,  Facility Carried by Structure: SR-6 (US-231)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.615,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  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: April 2021,  Bridge Improvement Cost: $818,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $900,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1553,  Location: 0.3 MI N OF COLUMBUS ST (Lat: 32.386794,  Lng: -86.298353),  Route carried "under" structure: City street ,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 1992),  Truck Traffic: 1%,  Features Intersected: GOLDBUG ST.,  Facility Carried by Structure: NORTH RIPLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.299,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 6013,  Location: 0.15 MI N OF AFB ENTRANCE (Lat: 32.372689,  Lng: -86.350128),  Route carried "under" structure: City street ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1993),  Truck Traffic: 1%,  Features Intersected: BELL ST,  Facility Carried by Structure: AIR BASE BLVD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.920,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 7931,  Location: 50 YDS.W.OF NARROW LANE R (Lat: 32.326667,  Lng: -86.281667),  Route carried "under" structure: US 82,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 40,960 (year 2013),  Truck Traffic: 6%,  Features Intersected: US 82,  Facility Carried by Structure: PEDESTRIAN OVERPAS
Minimum Vertical Clearance: 4.00m (13.12ft),  Kilometerpoint: 252.344,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 8255,  Location: 0.4 MI.N.OF TROY HWY (Lat: 32.328308,  Lng: -86.235086),  Route carried "under" structure: ServiceUS 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 53,080 (year 1999),  Truck Traffic: 4%,  Features Intersected: Christine Elizabeth Curv,  Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.026,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 8256,  Location: 0.4 MI.N.OF TROY HWY (Lat: 32.328197,  Lng: -86.234947),  Route carried "under" structure: ServiceUS 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 53,080 (year 1999),  Truck Traffic: 4%,  Features Intersected: SERVICE ROAD,  Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.042,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 8257,  Location: E BYPASS * I-85 INTERCHAN (Lat: 32.362228,  Lng: -86.214100),  Route carried "under" structure: Interstate 85,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 42,250 (year 2013),  Truck Traffic: 17%,  Features Intersected: I 85 NBL,  Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 10.522,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 8258,  Location: E.BYPASS AND I85 INTERCHE (Lat: 32.362219,  Lng: -86.213789),  Route carried "under" structure: Interstate 85,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 42,250 (year 2013),  Truck Traffic: 17%,  Features Intersected: I85 NBL,  Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.551,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 8259,  Location: E.BYPASS AND I85 INTERCHE (Lat: 32.363061,  Lng: -86.213633),  Route carried "under" structure: Interstate 85,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 42,250 (year 2013),  Truck Traffic: 17%,  Features Intersected: I85 SBL,  Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 10.522,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 826,  Location: E.BYPASS AND I85 INTERCHE (Lat: 32.363044,  Lng: -86.213336),  Route carried "under" structure: Interstate 85,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 42,250 (year 2013),  Truck Traffic: 17%,  Features Intersected: I85 SBL,  Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 10.551,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 8606,  Location: 0.8 MI N OF I65 (Lat: 32.367806,  Lng: -86.308739),  Route carried "under" structure: Interstate 85,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 83,530 (year 2013),  Truck Traffic: 13%,  Features Intersected: I85,  Facility Carried by Structure: S COURT ST
Minimum Vertical Clearance: 6.80m (22.31ft),  Kilometerpoint: 1.302,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 8607,  Location: 0.8 MI N OF I65 (Lat: 32.367822,  Lng: -86.307064),  Route carried "under" structure: Interstate 85,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 83,530 (year 2013),  Truck Traffic: 13%,  Features Intersected: I85,  Facility Carried by Structure: S PERRY ST
Minimum Vertical Clearance: 7.58m (24.87ft),  Kilometerpoint: 1.463,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 861,  Location: 1.3 MI.N.OF E BYPASS (Lat: 32.361428,  Lng: -86.191436),  Route carried "under" structure: Interstate 85,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 84,500 (year 2013),  Truck Traffic: 17%,  Features Intersected: I85,  Facility Carried by Structure: CO RD 43 (BELL RD)
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 12.664,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 8685,  Location: 500 FT.S.OF WARES FERRY R (Lat: 32.389858,  Lng: -86.211053),  Route carried "under" structure: ServiceState highway 231,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 19,529 (year 2000),  Truck Traffic: 1%,  Features Intersected: CSX RR AND SERVICE ROADS
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 176.098,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 8686,  Location: 500 FT.S. OF WARES FERRY (Lat: 32.389822,  Lng: -86.210844),  Route carried "under" structure: ServiceState highway 231,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 19,529 (year 2000),  Truck Traffic: 1%,  Features Intersected: CSX RR AND SERVICE ROADS
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 176.078,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 8687,  Location: 0.5 MI.N. OF ATLANTA HWY (Lat: 32.391161,  Lng: -86.211206),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 20,099 (year 2003),  Truck Traffic: 1%,  Features Intersected: WARES FERRY ROAD,  Facility Carried by Structure: US 231 SBL
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 177.638,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 8688,  Location: 0.5 MI.N. OF ATLANTA HWY (Lat: 32.391219,  Lng: -86.210964),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 20,099 (year 2003),  Truck Traffic: 1%,  Features Intersected: WARES FERRY ROAD,  Facility Carried by Structure: US 231 NBL
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 177.638,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 9003,  Location: 1.0 MI N OF I65 (Lat: 32.366667,  Lng: -86.306667),  Route carried "under" structure: Interstate 85,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 83,530 (year 2013),  Truck Traffic: 13%,  Features Intersected: I85,  Facility Carried by Structure: LAWRENCE ST
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.576,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 9006,  Location: MITYLENE INTERCHANGE (Lat: 32.367783,  Lng: -86.138650),  Route carried "under" structure: US 80,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,770 (year 2009),  Truck Traffic: 10%,  Features Intersected: AL 8,  Facility Carried by Structure: I85 SBL
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 233.690,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 9007,  Location: MITYLENE INTERCHANGE (Lat: 32.368333,  Lng: -86.138333),  Route carried "under" structure: US 80,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,770 (year 2009),  Truck Traffic: 10%,  Features Intersected: AL 8,  Facility Carried by Structure: I85 NBL
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 233.693,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 9276,  Location: I65 AND AL 6 INTERCHANGE (Lat: 32.326667,  Lng: -86.335000),  Route carried "under" structure: US 82,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 32,810 (year 2013),  Truck Traffic: 6%,  Features Intersected: US 82,  Facility Carried by Structure: I65 SBL / NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 246.534,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 9281,  Location: 1.2 MI.N.OF S.BYPASS (Lat: 32.344453,  Lng: -86.325122),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,165 (year 2003),  Truck Traffic: 1%,  Features Intersected: EDGEMONT AVE,  Facility Carried by Structure: I65 NBL / SBL
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.930,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 9284,  Location: I65 * FAIRVIEW AVE INTCHG (Lat: 32.331667,  Lng: -86.333333),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 27,012 (year 2003),  Truck Traffic: 10%,  Features Intersected: FAIRVIEW AVE.,  Facility Carried by Structure: I65 SBL
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 2.897,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 9286,  Location: 2.14 MI N OF I65 (Lat: 32.364942,  Lng: -86.286472),  Route carried "under" structure: Interstate 85,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 101,470 (year 2013),  Truck Traffic: 11%,  Features Intersected: IN 85,  Facility Carried by Structure: FORREST AVE.
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 3.442,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 9528,  Location: 2.0 MI.S.OF SOU.BLVD. (Lat: 32.306667,  Lng: -86.336667),  Route carried "under" structure: Interstate 65,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 49,500 (year 2013),  Truck Traffic: 21%,  Features Intersected: I65,  Facility Carried by Structure: CITY ST
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 268.422,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 9542,  Location: 1.82 MI N OF I65 (Lat: 32.366178,  Lng: -86.291436),  Route carried "under" structure: Interstate 85,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 104,310 (year 2013),  Truck Traffic: 10%,  Features Intersected: I85,  Facility Carried by Structure: HALL ST
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 2.927,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 9543,  Location: 1.8 MI.S.OF E.BYPASS (Lat: 32.358864,  Lng: -86.244064),  Route carried "under" structure: Interstate 85,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 97,670 (year 2013),  Truck Traffic: 11%,  Features Intersected: I85,  Facility Carried by Structure: PERRY HILL RD
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 7.675,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 978,  Location: BELL ST(OLD AL 108)* I-65 (Lat: 32.377519,  Lng: -86.322506),  Route carried "under" structure: Interstate 65,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 77,500 (year 2013),  Truck Traffic: 12%,  Features Intersected: I-65 AND RAMPS I AND J,  Facility Carried by Structure: BELL STREET
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 276.638,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 992,  Location: 0.2 MI.N.OF FAIRVIEW AVE. (Lat: 32.355150,  Lng: -86.321133),  Route carried "under" structure: Interstate 65,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 74,400 (year 2013),  Truck Traffic: 12%,  Features Intersected: I65,  Facility Carried by Structure: PEDESTRIAN OVERPAS
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 274.136,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 9924,  Location: 2.34 MI N OF I65 (Lat: 32.365344,  Lng: -86.282881),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 40,660 (year 2003),  Truck Traffic: 1%,  Features Intersected: MULBERRY ST,  Facility Carried by Structure: IN 85
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.021,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 9926,  Location: 2.7 MI.N.OF I65 (Lat: 32.365575,  Lng: -86.276794),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 46,503 (year 2003),  Truck Traffic: 1%,  Features Intersected: RYAN ST,  Facility Carried by Structure: IN 85
Minimum Vertical Clearance: 4.71m (15.45ft),  Kilometerpoint: 0.024,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 9928,  Location: 3.0 MI.N.OF I65 (Lat: 32.365925,  Lng: -86.270994),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 45,877 (year 2003),  Truck Traffic: 1%,  Features Intersected: ANN ST,  Facility Carried by Structure: IN 85
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.029,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 10205,  Location: 2.6 MI N OF I65 (Lat: 32.365461,  Lng: -86.278097),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 40,110 (year 2003),  Truck Traffic: 1%,  Features Intersected: CHESTNUT STREET,  Facility Carried by Structure: IN 85
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.023,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 10503,  Location: 0.7 MI.N.OF FAIRVIEW AVE. (Lat: 32.300000,  Lng: -86.333333),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,887 (year 2003),  Truck Traffic: 1%,  Features Intersected: MILL ST,  Facility Carried by Structure: I65 NBL / SBL
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 1.642,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 10505,  Location: I65 N TO I85 N (Lat: 32.365000,  Lng: -86.320000),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,124 (year 2003),  Truck Traffic: 1%,  Features Intersected: HOLT ST.AND W.JEFF DAVIS,  Facility Carried by Structure: RAMP 51
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 2.221,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 10506,  Location: 0.2 MI.S.OF BELL ST (Lat: 32.375403,  Lng: -86.321436),  Route carried "under" structure: Interstate 65,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 77,500 (year 2013),  Truck Traffic: 12%,  Features Intersected: I65,  Facility Carried by Structure: HERRON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 276.410,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 10689,  Location: 0.5 MI.N.OF FAIRVIEW AVE. (Lat: 32.358767,  Lng: -86.321450),  Route carried "under" structure: Interstate 65,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 74,400 (year 2013),  Truck Traffic: 12%,  Features Intersected: I65,  Facility Carried by Structure: EARLY ST.
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 274.549,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1069,  Location: I65 AND I85 INTERCHANGE (Lat: 32.365000,  Lng: -86.321667),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 9,783 (year 2003),  Truck Traffic: 1%,  Features Intersected: W.JEFF DAVIS AVE,  Facility Carried by Structure: I65 RAMP 52
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 1.191,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)