Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 85ft / 26mTotal length
  • $8,069,000Total costs
  • 18,195Total average daily traffic
  • 2,285Total average daily truck traffic
  • 23,348Total future (year 2032) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Millport
  • No street view available for this location

New bridges in Millport, AL - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 21920-1929
  • 11940-1949
  • 51950-1959
  • 11980-1989
  • 12000-2009
Average Bridge Truck Traffic in Millport, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 20.0%Good
  • 60.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 40.0%Good
  • 40.0%Satisfactory
  • 20.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 40.0%Good
  • 40.0%Satisfactory
  • 20.0%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 18.2%Good
  • 63.6%Satisfactory
  • 18.2%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 33.3%Satisfactory
  • 16.7%Fair
Find on map >>   Show street view

Structure Number: 5,  Location: 0.5 MI E SR#17 (Lat: 33.565892,  Lng: -88.073828),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Posted for load,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 15 (year 2007),  Average Future Daily Traffic: 59 (year 2032),  Design Load: H 10,  Features Intersected: STREAM,  Facility Carried by Structure: RAILROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 0.3m (1.0ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  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: Equal to present minimum criteria,  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: 22.30m (73.16ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2017,  Critical Feature Inspection Date: June 2017,  Other Special Inspection Date: December 2017,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $253,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >>   Show street view

Structure Number: 621,  Location: 2.1 MI S OF MILLPORT (Lat: 33.565867,  Lng: -88.041550),  Route carried "on" structure: State highway 17,  Year Built: 1929,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,190 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 2,824 (year 2033),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.616,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.20m (53.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $308,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 2728,  Location: 2.0 MI W OF MILLPORT (Lat: 33.560517,  Lng: -88.120650),  Route carried "on" structure: State highway 96,  Year Built: 1942,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 1,890 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,306 (year 2036),  Design Load: H 15,  Features Intersected: GENTRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.882,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 71.0m (232.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.50m (100.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $607,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $668,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 484,  Location: 0.9 MI N OF MILLPORT (Lat: 33.572533,  Lng: -88.083367),  Route carried "on" structure: State highway 17,  Year Built: 1954,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 1,900 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,450 (year 2033),  Design Load: H 15,  Features Intersected: LUXAPALLILIA CRK. RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 369.678,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 4.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 72.60m (238.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $1,443,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $1,587,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 4841,  Location: 1.1 MI N OF MILLPORT (Lat: 33.574850,  Lng: -88.083650),  Route carried "on" structure: State highway 17,  Year Built: 1954,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 1,900 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,450 (year 2033),  Design Load: H 15,  Features Intersected: LUXAPALLILIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 369.937,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 59.90m (196.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $1,191,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,310,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 4842,  Location: 1.3 MI N OF MILLPORT (Lat: 33.578300,  Lng: -88.084050),  Route carried "on" structure: State highway 17,  Year Built: 1954,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 1,900 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,450 (year 2033),  Design Load: H 15,  Features Intersected: LUXAPALLILA CR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.032,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 4.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 62.10m (203.74ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Underwater Inspection Date: July 2016,  Bridge Improvement Cost: $1,234,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,357,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 5419,  Location: 2.1 MI. W. HWY. 17 (Lat: 33.579783,  Lng: -88.120125),  Route carried "on" structure: County highway 12,  Year Built: 1956,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 360 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 535 (year 2036),  Design Load: H 15,  Features Intersected: BRUSHY CREEK,  Facility Carried by Structure: FERNBANK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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: 14.40m (47.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $284,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 542,  Location: 3.9 MI. W. HWY. 17 (Lat: 33.578464,  Lng: -88.150781),  Route carried "on" structure: County highway 12,  Year Built: 1956,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 190 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 282 (year 2036),  Design Load: H 15,  Features Intersected: BRUSHY CREEK,  Facility Carried by Structure: FERNBANK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 5.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.60m (41.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $256,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 13735,  Location: 1.8 MI S OF MILLPORT (Lat: 33.564800,  Lng: -88.047133),  Route carried "on" structure: State highway 17,  Year Built: 1929,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,980 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,843 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 365.146,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.60m (41.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $352,000 ( Estimate for 2018)
Find on map >>   Show street view

Structure Number: 13924,  Location: 1.0 MI S OF MILLPORT (Lat: 33.560683,  Lng: -88.071117),  Route carried "on" structure: State highway 17,  Year Built: 1986,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,980 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,843 (year 2033),  Design Load: HS 20,  Features Intersected: DRIVERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 367.424,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 80.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $1,069,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,176,000 ( Estimate for 2018)
Find on map >>   Show street view

Structure Number: 17045,  Location: 4.6MI W MILLPORT (Lat: 33.560617,  Lng: -88.162017),  Route carried "on" structure: State highway 96,  Year Built: 2000,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 1,890 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,306 (year 2036),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.987,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 19.90m (65.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $471,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $518,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Discuss Millport, Alabama (AL) on our hugely popular Alabama forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2023 Advameg, Inc.