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


  • National Bridge Inventory (NBI) Statistics
  • 34Number of bridges
  • 316m1,037ftTotal length
  • $70,327,000Total costs
  • 734,989Total average daily traffic
  • 95,805Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Fairfield
  • No street view available for this location

New bridges - Historical Statistics

  • 21920-1929
  • 11930-1939
  • 61940-1949
  • 201960-1969
  • 51980-1989

Reconstructed bridges - Historical Statistics

  • 31980-1989
  • 01990-1999
  • 12000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 312,  Location: 841 FT E JCT 79 (Lat: 34.291667,  Lng: -86.353333),  Route carried "on" structure: County highway 175,  Year Built: 1925,  Status: Closed,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 30 (year 1994),  Average Future Daily Traffic: 35 (year 2020),  Design Load: H 10,  Features Intersected: BIG SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 3.5m (11.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.91m (9.55ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 1999,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $345,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 319,  Location: 0.5 M N OF RD NO 048 (Lat: 32.853842,  Lng: -85.628828),  Route carried "on" structure: County highway 436,  Year Built: 1925,  Status: Posted for load,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 75 (year 2008),  Average Future Daily Traffic: 95 (year 2030),  Design Load: H 10,  Features Intersected: RASPBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 10.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.72m (18.77ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 14,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $771,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1322,  Location: TERRACE G & 38 TH ST (Lat: 33.516667,  Lng: -86.903333),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 40 (year 2014),  Average Future Daily Traffic: 50 (year 2034),  Design Load: H 10,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: TERRACE G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 18.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 14,  Other Special Inspection Date: November 14,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $201,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 3135,  Location: BROWN BRIDGE RD, TRUSS (Lat: 33.802561,  Lng: -85.646839),  Route carried "on" structure: County highway 154,  Year Built: 1947,  Status: Posted for load,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 185 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 265 (year 2034),  Features Intersected: CHOCCOLOCCO CREEK,  Facility Carried by Structure: 4 MI E ALA 9
Minimum Vertical Clearance: 4.00m (13.12ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  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: > 39.9% below),  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 3 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 14,  Critical Feature Inspection Date: November 14,  Bridge Improvement Cost: $299,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $449,000 ( Estimate for 2015),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3191,  Location: 0.2 MI E JCT MOORESV ROAD (Lat: 34.696528,  Lng: -86.873944),  Route carried "on" structure: State lands road 4,  Year Built: 1948,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 35 (year 2007),  Average Future Daily Traffic: 49 (year 2035),  Design Load: H 10,  Features Intersected: LIMESTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.999,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  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: > 39.9% below),  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: January 14,  Critical Feature Inspection Date: January 14,  Bridge Improvement Cost: $327,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $491,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3192,  Location: CO RD 33 TO ALA 95 (Lat: 31.198764,  Lng: -85.135033),  Route carried "on" structure: County highway 6,  Year Built: 1948,  Year Reconstructed: 2005,  Status: Posted for load,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 10 (year 1993),  Average Future Daily Traffic: 30 (year 2033),  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: LAMP BRO. RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 14,  Bridge Improvement Cost: $465,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $698,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 3194,  Location: 4.0 MI. S. VREDENBURGH (Lat: 31.757919,  Lng: -87.295031),  Route carried "on" structure: County highway 1,  Year Built: 1948,  Status: Posted for load,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 80 (year 1993),  Truck Traffic: 20%,  Average Future Daily Traffic: 150 (year 2033),  Features Intersected: BIG FLAT CREEK,  Facility Carried by Structure: COUNTY ROUTE 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Fair,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  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: 4.30m (14.11ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 14,  Bridge Improvement Cost: $357,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $536,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 3197,  Location: CITY OF GOODWATER (Lat: 33.066083,  Lng: -86.053472),  Route carried "on" structure: State highway 9,  Year Built: 1948,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 1,850 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,521 (year 2033),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.283,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.42m (11.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Bridge Improvement Cost: $1,186,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,779,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3199,  Location: 8.1 MI. W. OF LISMAN (Lat: 32.231767,  Lng: -88.389050),  Route carried "on" structure: State highway 10,  Year Built: 1948,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 3,040 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 3,959 (year 2033),  Design Load: H 15,  Features Intersected: TUCKABUM CRK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.480,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 34.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 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: 3.95m (12.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $783,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,174,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9514,  Location: @ TCI WIRE MILL (Lat: 33.472022,  Lng: -86.931319),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 500 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 900 (year 2034),  Design Load: HS 20,  Features Intersected: I 59/20,  Facility Carried by Structure: MILLSTEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 10.86m (35.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Bridge Improvement Cost: $2,294,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $3,441,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9517,  Location: I 59 & ARRON ARONOV DR. (Lat: 33.476111,  Lng: -86.926108),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 41,990 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,950 (year 2033),  Design Load: HS 20,  Features Intersected: ARRON ARONOV DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 190.982,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.07m (29.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Bridge Improvement Cost: $1,916,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $2,874,000 ( Estimate for 2015),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9518,  Location: I 59 & ARRON ARONOV DR. (Lat: 33.476111,  Lng: -86.926108),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 41,990 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,950 (year 2033),  Design Load: HS 20,  Features Intersected: ARRON ARONOV DRIVE
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 190.982,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 46.8 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 14,  Other Special Inspection Date: June 14,  Bridge Improvement Cost: $1,918,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $2,877,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9519,  Location: I59 & VALLEY ROAD (Lat: 33.483333,  Lng: -86.918889),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 24.60m (80.71ft),  Average Daily Traffic: 30,650 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 37,920 (year 2033),  Design Load: HS 20,  Features Intersected: VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 190.224,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.60m (80.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Critical Feature Inspection Date: October 13,  Bridge Improvement Cost: $5,195,000,  Roadway Improvement Cost: $520,000,  Total Project Cost: $7,793,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 952,  Location: I59 & VALLEY ROAD (Lat: 33.483333,  Lng: -86.918889),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 18.17m (59.61ft),  Average Daily Traffic: 30,650 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 37,920 (year 2033),  Design Load: HS 20,  Features Intersected: VALLEY ROAD
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 190.224,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.2m (131.9ft),  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: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.83m (61.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Critical Feature Inspection Date: September 13,  Bridge Improvement Cost: $4,274,000,  Roadway Improvement Cost: $427,000,  Total Project Cost: $6,411,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12316,  Location: I59 & VALLEY ROAD (Lat: 33.460000,  Lng: -86.945583),  Route carried "on" structure: Interstate 20,  Year Built: 1980,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 30,650 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 37,920 (year 2033),  Design Load: HS 20,  Features Intersected: RAMP D TO I-59,  Facility Carried by Structure: I-59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.964,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Bridge Improvement Cost: $3,186,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $4,779,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12317,  Location: I59 & VALLEY RD (Lat: 33.460000,  Lng: -86.945583),  Route carried "on" structure: Interstate 20,  Year Built: 1980,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 30,650 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 37,920 (year 2033),  Design Load: HS 20,  Features Intersected: RAMP D TO 59/20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.964,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Bridge Improvement Cost: $3,186,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $4,779,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12318,  Location: I59 & FAIRFIELD BLVD (Lat: 33.462222,  Lng: -86.942222),  Route carried "on" structure: Interstate 20,  Year Built: 1980,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 30,650 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 37,920 (year 2033),  Design Load: HS 20,  Features Intersected: FAIRFIELD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.189,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.35m (30.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Bridge Improvement Cost: $3,447,000,  Roadway Improvement Cost: $345,000,  Total Project Cost: $5,171,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 14388,  Location: I59 & CRAWFORD STREET (Lat: 33.492222,  Lng: -86.916944),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 83,980 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 103,901 (year 2033),  Design Load: HS 20,  Features Intersected: CRAWFORD STREET
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 191.351,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Bridge Improvement Cost: $4,831,000,  Roadway Improvement Cost: $483,000,  Total Project Cost: $7,246,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14389,  Location: I-59 & 41ST ST (Lat: 33.495278,  Lng: -86.913333),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 86,690 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 103,901 (year 2033),  Design Load: HS 20,  Features Intersected: 41ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.753,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Bridge Improvement Cost: $4,912,000,  Roadway Improvement Cost: $491,000,  Total Project Cost: $7,368,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1439,  Location: I-59&SCRUSHY PKWY (Lat: 33.496111,  Lng: -86.910833),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 83,980 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 103,901 (year 2033),  Design Load: HS 20,  Features Intersected: SCRUSHY PKWY,  Facility Carried by Structure: I-59
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 191.995,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 33.1m (108.6ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.95m (32.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Bridge Improvement Cost: $7,429,000,  Roadway Improvement Cost: $743,000,  Total Project Cost: $11,144,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9514,  Location: I59 & WIRE MILL RD (Lat: 33.472022,  Lng: -86.931319),  Route carried "under" structure: Interstate 20,  Year Built: 1968,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 61,300 (year 2013),  Truck Traffic: 14%,  Features Intersected: I-59-20,  Facility Carried by Structure: MILLSTEAD ROAD
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 188.659,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 9515,  Location: I59 & TCI RR (Lat: 33.374103,  Lng: -87.124853),  Route carried "under" structure: Interstate 20,  Year Built: 1968,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 61,300 (year 2013),  Truck Traffic: 14%,  Features Intersected: I-59,  Facility Carried by Structure: TCI RR
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 188.868,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 9516,  Location: TCI RR & I59 (Lat: 33.374083,  Lng: -87.125339),  Route carried "under" structure: Interstate 20,  Year Built: 1968,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 61,300 (year 2013),  Truck Traffic: 14%,  Features Intersected: I-59/20,  Facility Carried by Structure: TCI RR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 188.937,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 9517,  Location: ARRON ARONOV DR & I59 (Lat: 33.476111,  Lng: -86.926108),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 12%,  Features Intersected: ARONOV DR,  Facility Carried by Structure: I 59/20
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 9518,  Location: I59 & ARRON ARONOV DR (Lat: 33.476111,  Lng: -86.926108),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 12%,  Features Intersected: ARONOV DR,  Facility Carried by Structure: I 59/20
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 9519,  Location: I59 & RAMP (Lat: 33.483333,  Lng: -86.918889),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1968,  Structure Length: 24.60m (80.71ft),  Average Daily Traffic: 8,398 (year 2013),  Truck Traffic: 12%,  Features Intersected: RAMP TO VALLEY RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 190.482,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 9519,  Location: I59 & VALLEY ROAD (Lat: 33.483333,  Lng: -86.918889),  Route carried "under" structure: Business City street ,  Year Built: 1968,  Structure Length: 24.60m (80.71ft),  Average Daily Traffic: 6,500 (year 2002),  Truck Traffic: 12%,  Features Intersected: VALLEY ROAD,  Facility Carried by Structure: I 59/20
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 952,  Location: I59 & VALLEY ROAD (Lat: 33.483333,  Lng: -86.918889),  Route carried "under" structure: Business City street ,  Year Built: 1968,  Structure Length: 18.17m (59.61ft),  Average Daily Traffic: 6,500 (year 2002),  Truck Traffic: 12%,  Features Intersected: VALLEY ROAD,  Facility Carried by Structure: I 59/20
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 190.224,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 952,  Location: I 59 OVER RAMP VALLEY RD (Lat: 33.483333,  Lng: -86.918889),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1968,  Structure Length: 18.17m (59.61ft),  Average Daily Traffic: 6,130 (year 2013),  Truck Traffic: 14%,  Features Intersected: RAMP
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 190.224,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 12316,  Location: I-59 & VALLEY ROAD (Lat: 33.460000,  Lng: -86.945583),  Route carried "under" structure: Ramp City street 20,  Year Built: 1980,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 2,206 (year 2013),  Truck Traffic: 42%,  Features Intersected: I-59/20,  Facility Carried by Structure: I-59
Minimum Vertical Clearance: 6.89m (22.60ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 12317,  Location: I-59 & VALLEY RD (Lat: 33.460000,  Lng: -86.945583),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1980,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 6,130 (year 2013),  Truck Traffic: 14%,  Features Intersected: I-59/20
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 186.964,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 14388,  Location: I59 & CRAWFORD STREET (Lat: 33.492222,  Lng: -86.916944),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 3,500 (year 2002),  Truck Traffic: 10%,  Features Intersected: CRAWFORD STREET,  Facility Carried by Structure: I59/20
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 118.879,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 14389,  Location: 41ST STREET & I59 (Lat: 33.495278,  Lng: -86.913333),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 500 (year 2002),  Truck Traffic: 10%,  Features Intersected: 41 ST STREET,  Facility Carried by Structure: I-59/20
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 11.918,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1439,  Location: I59 & PARKWAY AVE. (Lat: 33.496111,  Lng: -86.910833),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 3,500 (year 2002),  Truck Traffic: 10%,  Features Intersected: PARKWAY AVE,  Facility Carried by Structure: I-59
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 119.349,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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