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

Find on map >>   Show street view

Structure Number: 18594,  Location: 0.3 MI E OF D.I.P. (Lat: 30.584722,  Lng: -88.077222),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,012 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,508 (year 2041),  Design Load: HS 20,  Features Intersected: PERCH CREEK,  Facility Carried by Structure: TERRELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $397,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $437,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 188,  Location: 0.4M N OF SPRING HILL (Lat: 30.703161,  Lng: -88.102964),  Route carried "on" structure: City street ,  Year Built: 1987,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 12,238 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,234 (year 2042),  Design Load: HS 20,  Features Intersected: NALL ST. DRAINAGE CANAL,  Facility Carried by Structure: MOBILE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  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: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $990,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,089,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 18801,  Location: 0.4M EAST I-10 (Lat: 30.665747,  Lng: -88.043619),  Route carried "on" structure: Bypass City street ,  Year Built: 2002,  Status: Closed,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 2,455 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 3,658 (year 2038),  Design Load: HS 20,  Features Intersected: SOUTHERN DRAIN CANAL,  Facility Carried by Structure: YEEND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Bridge Improvement Cost: $584,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $642,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 19222,  Location: 0.10 MI E OF LOUISELLE ST (Lat: 30.692089,  Lng: -88.079631),  Route carried "on" structure: US 98,  Year Built: 2004,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 19,278 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,917 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE STICKNEY DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.992,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,230,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $3,553,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 19377,  Location: 300' WEST OF NAVCO RD (Lat: 30.645833,  Lng: -88.103056),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 12,941 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,282 (year 2042),  Design Load: HS 20,  Features Intersected: BOLTON BRANCH,  Facility Carried by Structure: MCVAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,435,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $1,579,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 19379,  Location: 567' N OF BRENTWOOD DR (Lat: 30.598253,  Lng: -88.136461),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 447 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 667 (year 2041),  Design Load: HS 20,  Features Intersected: JANIC BAYOU,  Facility Carried by Structure: CYPRESS SHORES DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $283,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $311,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 1938,  Location: AT INT W/ CONCEPTION ST (Lat: 30.667664,  Lng: -88.044539),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 64 (year 2022),  Average Future Daily Traffic: 96 (year 2042),  Design Load: H 15,  Features Intersected: SOUTHERN DRAIN,  Facility Carried by Structure: PILLANS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 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: 10.11m (33.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $18,680,000,  Roadway Improvement Cost: $1,868,000,  Total Project Cost: $20,548,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 19563,  Location: 0.4 MI S. OLD SHELL ROAD (Lat: 30.684981,  Lng: -88.190647),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 15,809 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,713 (year 2041),  Design Load: HS 20,  Features Intersected: TWELVEMILE CREEK,  Facility Carried by Structure: HILLCREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.600,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.39m (4.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $908,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $999,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 19565,  Location: 1.4 MI N THREE NOTCH RD (Lat: 30.610453,  Lng: -88.190772),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 6.81m (22.34ft),  Average Daily Traffic: 18,329 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,311 (year 2041),  Design Load: HS 20,  Features Intersected: HALLS MILL CREEK,  Facility Carried by Structure: HILLCREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.84m (25.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,506,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $1,657,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 19591,  Location: 1.4 MI. N.OF AIRPORT BLVD (Lat: 30.691147,  Lng: -88.276272),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 9,362 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,313 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO PIERCE CREEK,  Facility Carried by Structure: SNOW ROAD NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.42m (4.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $524,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $576,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 19592,  Location: 1.4 MI. S.OF AIRPORT BLVD (Lat: 30.654236,  Lng: -88.265706),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 8,101 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,038 (year 2040),  Design Load: HS 20,  Features Intersected: MILLER CREEK,  Facility Carried by Structure: SNOW ROAD SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 76.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $565,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $622,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 19593,  Location: 1.5 MI. N.OF AIRPORT BLVD (Lat: 30.693003,  Lng: -88.276269),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,632 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,313 (year 2040),  Design Load: HS 20,  Features Intersected: PIERCE CREEK,  Facility Carried by Structure: SNOW ROAD NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.8 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $536,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $590,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 19798,  Location: 700' N OF ST ANDREWS LN E (Lat: 30.614225,  Lng: -88.123872),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 34 (year 2021),  Average Future Daily Traffic: 51 (year 2041),  Design Load: HS 20,  Features Intersected: DOG RIVER TRIBUTARY,  Facility Carried by Structure: ROCHELLE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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: Meets minimum limits,  Length Of Structure Improvement: 3.73m (12.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $665,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $732,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 19942,  Location: 1.5 Miles South Of US 98 (Lat: 30.741089,  Lng: -88.225783),  Route carried "on" structure: County highway 372,  Year Built: 2015,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 19,303 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,683 (year 2040),  Design Load: HS 20,  Features Intersected: ILLINOIS CENTRAL RR,  Facility Carried by Structure: SCHILLINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.752,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 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: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,408,000,  Roadway Improvement Cost: $241,000,  Total Project Cost: $2,649,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 19964,  Location: 600' E OF U.S. HWY 43 (Lat: 30.794942,  Lng: -88.070092),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 230 (year 2022),  Truck Traffic: 50%,  Average Future Daily Traffic: 343 (year 2042),  Design Load: HS 20,  Features Intersected: 60" INDUSTRIAL WATERLINE,  Facility Carried by Structure: INDUSTRIAL PKY EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $363,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $399,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 19982,  Location: 100' SOUTH OF MCVAY DRIVE (Lat: 30.644892,  Lng: -88.102608),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 11,239 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,534 (year 2042),  Design Load: HS 20,  Features Intersected: BOLTON BRANCH,  Facility Carried by Structure: NAVCO ROAD
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 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: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $585,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $644,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 20002,  Location: 500' EAST OF GALLIARD DR (Lat: 30.703842,  Lng: -88.162086),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,319 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,415 (year 2041),  Design Load: HS 20,  Features Intersected: TWELVE-MILE CREEK,  Facility Carried by Structure: MUSEUM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Underwater Inspection Date: January 2020,  Bridge Improvement Cost: $454,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $499,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 20164,  Location: 0.10 S OF LAKEWIEW DR E (Lat: 30.681897,  Lng: -88.214264),  Route carried "on" structure: County highway 1234,  Year Built: 1982,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 883 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,312 (year 2040),  Design Load: H 15,  Features Intersected: MILKHOUSE CREEK,  Facility Carried by Structure: LAKEWIEW DR W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $361,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 20229,  Location: 200' E OF KNOLLWOOD DR (Lat: 30.635556,  Lng: -88.173056),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 332 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 494 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: GRANADA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $316,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 2023,  Location: 100' E OF I-10 (Lat: 30.648222,  Lng: -88.075353),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 17,854 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,775 (year 2038),  Design Load: HS 20,  Features Intersected: C.S.X RR,  Facility Carried by Structure: MICHIGAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,534,000,  Roadway Improvement Cost: $253,000,  Total Project Cost: $2,787,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 20365,  Location: 0.5 ML S AIRPORT BLVD (Lat: 30.669436,  Lng: -88.242431),  Route carried "on" structure: County highway 5625,  Year Built: 2009,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 5,721 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,501 (year 2040),  Design Load: HS 20,  Features Intersected: MILLER CREEK,  Facility Carried by Structure: AIR TERMINAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $919,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,011,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 20528,  Location: 87' E CL SPRINGDALE BLVD (Lat: 30.682997,  Lng: -88.123072),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 3,663 (year 2022),  Average Future Daily Traffic: 5,458 (year 2042),  Design Load: HS 20,  Features Intersected: RANGELINE DITCH,  Facility Carried by Structure: EMOGENE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $445,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $490,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 20578,  Location: 990' NORTH OF HITT RD (Lat: 30.670525,  Lng: -88.207631),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 16,966 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,279 (year 2041),  Design Load: HS 20,  Features Intersected: MILKHOUSE CREEK,  Facility Carried by Structure: CODY RD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 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: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $636,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $700,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 2059,  Location: 1/4 WEST OF HWY 43 (Lat: 33.529886,  Lng: -87.658358),  Route carried "on" structure: County highway 194,  Year Built: 2012,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 110 (year 2040),  Design Load: HS 20,  Features Intersected: BARBEE CREEK,  Facility Carried by Structure: JOE TAYLOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $386,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 20785,  Location: 0.4 MI E OF HILLCREST RD (Lat: 30.606658,  Lng: -88.188661),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 11,865 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,678 (year 2041),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: NEVIUS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,037,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $2,241,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 2082,  Location: 1.19 MI S OF COTTAGE HILL (Lat: 30.623528,  Lng: -88.223800),  Route carried "on" structure: County highway 1283,  Year Built: 2013,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,444 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,604 (year 2040),  Design Load: HS 20,  Features Intersected: HALLS MILL CREEK,  Facility Carried by Structure: LEROY STEVENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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 desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $942,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,036,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 20834,  Location: .4 MILES W NATCHEZ TRACE (Lat: 30.855944,  Lng: -88.334003),  Route carried "on" structure: County highway 63,  Year Built: 2017,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 2,015 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,994 (year 2040),  Design Load: HS 20,  Features Intersected: BIG CREEK LAKE,  Facility Carried by Structure: WILMER GEORGETOWN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 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: 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: August 2020,  Bridge Improvement Cost: $3,248,000,  Roadway Improvement Cost: $325,000,  Total Project Cost: $3,573,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 20835,  Location: 0.9 MI N OF BLB LMTS (Lat: 34.783400,  Lng: -86.672600),  Route carried "on" structure: County highway 23,  Year Built: 2017,  Status: Open,  Structure Length: 12.74m (41.80ft),  Average Daily Traffic: 13,218 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,641 (year 2040),  Design Load: HS 20,  Features Intersected: CARLS CREEK,  Facility Carried by Structure: PADGETT SWITCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.57m (44.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,908,000,  Roadway Improvement Cost: $391,000,  Total Project Cost: $4,299,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 20867,  Location: 0.4M EAST I-10 (Lat: 30.666717,  Lng: -88.044103),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 153 (year 2041),  Design Load: HS 20,  Features Intersected: Southern Drain Canal,  Facility Carried by Structure: Baker St. Ext.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.31m (10.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $861,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $947,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 21243,  Location: 2 MI N OF THREE NOTCH RD (Lat: 30.617297,  Lng: -88.224681),  Route carried "on" structure: County highway 31,  Year Built: 2016,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 13,877 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 20,620 (year 2040),  Design Load: HS 20,  Features Intersected: HALLS MILL CREEK,  Facility Carried by Structure: SCHILLINGER ROAD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,199,000,  Roadway Improvement Cost: $420,000,  Total Project Cost: $4,619,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 21332,  Location: _0.15 MI EAST OF I-10 (Lat: 30.670322,  Lng: -88.043178),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 23.37m (76.67ft),  Average Daily Traffic: 2,500 (year 2021),  Truck Traffic: 60%,  Average Future Daily Traffic: 3,725 (year 2041),  Design Load: HS 20,  Features Intersected: CSX RR,  Facility Carried by Structure: _VIRGINIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 85.4m (280.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 84.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.37m (76.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $6,730,000,  Roadway Improvement Cost: $673,000,  Total Project Cost: $7,403,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 21337,  Location: 0.7 MI S JCT US 90 (Lat: 30.685539,  Lng: -88.031350),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2040),  Features Intersected: PINTO PASS,  Facility Carried by Structure: DUNLAP DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.9m (55.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $785,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $864,000 ( Estimate for 2022),  Deck Structure Type: Other

Find on map >>   Show street view

Structure Number: 21418,  Location: 1.4 MI N. OF I-10 (Lat: 30.501247,  Lng: -88.385353),  Route carried "on" structure: County highway 917,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 960 (year 2020),  Average Future Daily Traffic: 1,427 (year 2040),  Design Load: HS 20,  Features Intersected: REEDY BRANCH,  Facility Carried by Structure: HALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  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: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $278,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $306,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 21419,  Location: 1.4 MI E OF I-10 (Lat: 30.554797,  Lng: -88.179503),  Route carried "on" structure: County highway 30,  Year Built: 1999,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 6,781 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,076 (year 2040),  Design Load: HS 20,  Features Intersected: RABBIT CREEK,  Facility Carried by Structure: THEODORE DAWES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.18m (7.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,084,000,  Roadway Improvement Cost: $408,000,  Total Project Cost: $4,492,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 21498,  Location: 4.7 MI S I-10 (Lat: 30.580322,  Lng: -88.083253),  Route carried "on" structure: State highway 163,  Year Built: 2021,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 7,077 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,616 (year 2040),  Design Load: HL 93,  Features Intersected: Perch Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.346,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.2 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.86m (38.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $4,230,000,  Roadway Improvement Cost: $423,000,  Total Project Cost: $4,653,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 177,  Location: 1.77 MI. N. MICHIGAN AVE (Lat: 30.663333,  Lng: -88.068333),  Route carried "under" structure: City street ,  Year Built: 1921,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 1992),  Truck Traffic: 1%,  Features Intersected: BROAD STREET,  Facility Carried by Structure: L*N RAILROAD
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 1.769,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 92,  Location: 0.7 MI E I 65 (Lat: 30.696667,  Lng: -88.113333),  Route carried "under" structure: City street ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 17,585 (year 1990),  Truck Traffic: 1%,  Features Intersected: OLD SHELL ROAD .,  Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 4.00m (13.12ft),  Kilometerpoint: 5.919,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 2059,  Location: 0.7 MI. E. US 43 (Lat: 30.731667,  Lng: -88.051667),  Route carried "under" structure: City street ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 1991),  Truck Traffic: 1%,  Features Intersected: BAY BRIDGE RD.,  Facility Carried by Structure: TERMINAL RR
Minimum Vertical Clearance: 4.00m (13.12ft),  Kilometerpoint: 1.629,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.1m (29.9ft)

Find on map >>   Show street view

Structure Number: 7254,  Location: I-65 @ AIRPORT BLVD (Lat: 30.676253,  Lng: -88.127714),  Route carried "under" structure: Interstate 65,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 50,277 (year 2018),  Truck Traffic: 8%,  Features Intersected: I-65,  Facility Carried by Structure: AIRPORT BLVD WB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 5.847,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.2m (76.1ft)

Find on map >>   Show street view

Structure Number: 7255,  Location: I-65 @ AIRPORT BLVD (Lat: 30.676086,  Lng: -88.127708),  Route carried "under" structure: Interstate 65,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 50,277 (year 2018),  Truck Traffic: 15%,  Features Intersected: I-65,  Facility Carried by Structure: AIRPORT BLVD EB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 5.847,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.2m (76.1ft)

Find on map >>   Show street view

Structure Number: 786,  Location: 0.5 MI N I-10 (Lat: 30.641217,  Lng: -88.119314),  Route carried "under" structure: Interstate 65,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 41,155 (year 2018),  Truck Traffic: 9%,  Features Intersected: I-65,  Facility Carried by Structure: HALLS MILL RD
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 1.862,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 8139,  Location: 3.3 MI E US 90 (Lat: 30.616694,  Lng: -88.137033),  Route carried "under" structure: Interstate 10,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 88,617 (year 2020),  Truck Traffic: 11%,  Features Intersected: I-10,  Facility Carried by Structure: RIVERE DU CHIEN RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 30.425,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>   Show street view

Structure Number: 8142,  Location: I-10 @ MICHIGAN AVE (Lat: 30.650000,  Lng: -88.076667),  Route carried "under" structure: Interstate 10,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 87,048 (year 2018),  Truck Traffic: 13%,  Features Intersected: I-10,  Facility Carried by Structure: MICHIGAN AVE
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 37.482,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 34.1m (111.9ft)

Find on map >>   Show street view

Structure Number: 8958,  Location: I-10 @ SR 163 INTERCHANGE (Lat: 30.638381,  Lng: -88.090803),  Route carried "under" structure: Interstate 10,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 44,097 (year 2018),  Truck Traffic: 12%,  Features Intersected: I-10 EB
Minimum Vertical Clearance: 6.36m (20.87ft),  Kilometerpoint: 35.414,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>   Show street view

Structure Number: 8958,  Location: I-10 @ SR 163 INTERCHANGE (Lat: 30.638381,  Lng: -88.090803),  Route carried "under" structure: Interstate 10,  Year Built: 1966,  Structure Length: 0. m,  Features Intersected: I-10 EB
Minimum Vertical Clearance: 6.36m (20.87ft),  Kilometerpoint: 35.414,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>   Show street view

Structure Number: 8959,  Location: I-10 @ SR 163 INTERCHANGE (Lat: 30.640767,  Lng: -88.089372),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,228 (year 2018),  Truck Traffic: 12%,  Features Intersected: I-10 * SR 163
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 35.744,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 8959,  Location: I-10 @ SR 163 INTERCHANGE (Lat: 30.640767,  Lng: -88.089372),  Route carried "under" structure: Interstate 10,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 43,524 (year 2018),  Truck Traffic: 13%,  Features Intersected: I-10 * SR 163
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 35.882,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.5m (100.1ft)