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

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Structure Number: 547,  Location: 0.2 MI W JCT HWY 431 S (Lat: 34.546742,  Lng: -86.432858),  Route carried "on" structure: City street 155,  Year Built: 1928,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,060 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,930 (year 2035),  Design Load: H 10,  Features Intersected: YELLOW BANK CREEK,  Facility Carried by Structure: HOBBS ISLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Channel: Satisfactory,  Culverts: 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $299,000 ( Estimate for 2022)

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Structure Number: 585,  Location: 2.8 MI EAST JCT US 431 (Lat: 33.635583,  Lng: -85.677861),  Route carried "on" structure: US 78,  Year Built: 1929,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 3,945 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,523 (year 2040),  Design Load: H 15,  Features Intersected: EGONIAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 272.657,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $344,000 ( Estimate for 2022)

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Structure Number: 3776,  Location: 0.6 MI N CELESTE ROAD (Lat: 30.833333,  Lng: -88.101667),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 1,810 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: H 15,  Features Intersected: BAYOU SARA,  Facility Carried by Structure: FORREST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.698,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $877,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $965,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5305,  Location: KENNELWORTH ST * PRIMROSE (Lat: 33.469381,  Lng: -86.804061),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,207 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,734 (year 2040),  Design Load: H 15,  Features Intersected: GRIFFIN BROOK,  Facility Carried by Structure: KENNELWORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.698,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $527,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $580,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5382,  Location: 2 MILES SE ST RD OF129 (Lat: 34.018333,  Lng: -87.718083),  Route carried "on" structure: County highway 24,  Year Built: 1919,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 275 (year 2001),  Truck Traffic: 25%,  Average Future Daily Traffic: 650 (year 2036),  Design Load: H 15,  Features Intersected: NE FORK LITTLE NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $231,000 ( Estimate for 2022)

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Structure Number: 5468,  Location: 1 MI NORTH OF CO RD16 (Lat: 32.103419,  Lng: -86.843686),  Route carried "on" structure: County highway 7,  Year Built: 1956,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 710 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 850 (year 2028),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County 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)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $366,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $403,000 ( Estimate for 2022)

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Structure Number: 5469,  Location: 4 MI NORTH OF AL 21 (Lat: 32.106783,  Lng: -86.845231),  Route carried "on" structure: County highway 7,  Year Built: 1956,  Status: Posted for load,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 710 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 850 (year 2035),  Design Load: H 15,  Features Intersected: GREEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $688,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5471,  Location: 2 MI SOUTH OF CO RD12 (Lat: 32.132578,  Lng: -86.883586),  Route carried "on" structure: County highway 7,  Year Built: 1956,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 710 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 850 (year 2028),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County 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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.1 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 minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $363,000 ( Estimate for 2022)

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Structure Number: 5475,  Location: VIDA-JCT (Lat: 32.574256,  Lng: -86.681825),  Route carried "on" structure: County highway 19,  Year Built: 1956,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 611 (year 2002),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,113 (year 2030),  Design Load: H 10,  Features Intersected: WYATT-BRANCH-VIDA-JCT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.33m (4.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $539,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $593,000 ( Estimate for 2022)

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Structure Number: 585,  Location: 0.6 MI S JCT SR 213 (Lat: 30.816153,  Lng: -88.071097),  Route carried "on" structure: US 43,  Year Built: 1957,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 19,439 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,159 (year 2038),  Design Load: HS 20,  Features Intersected: NORTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.658,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,375,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $1,513,000 ( Estimate for 2022)

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Structure Number: 5851,  Location: JCT SR 213 (Lat: 30.824850,  Lng: -88.069883),  Route carried "on" structure: US 43,  Year Built: 1957,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 11,625 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,438 (year 2038),  Design Load: H 20,  Features Intersected: BAYOU SARA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.627,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $1,475,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $1,623,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5852,  Location: JCT SR 213 (Lat: 30.824833,  Lng: -88.069753),  Route carried "on" structure: US 43,  Year Built: 1957,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 11,625 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,438 (year 2038),  Design Load: H 20,  Features Intersected: BAYOU SARA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.627,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $1,475,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $1,623,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7588,  Location: 0.9 MI N E HWY 45 (Lat: 30.854069,  Lng: -88.182647),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 7.27m (23.85ft),  Average Daily Traffic: 371 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 551 (year 2040),  Design Load: H 20,  Features Intersected: WILLIAMS CREEK,  Facility Carried by Structure: KALI-OKA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 8.30m (27.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,650,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,815,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7589,  Location: 1.2 MI N US 45 (Lat: 30.857778,  Lng: -88.180689),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 12.47m (40.91ft),  Average Daily Traffic: 449 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 667 (year 2040),  Design Load: H 20,  Features Intersected: CHICKASAWBOGUE CREEK,  Facility Carried by Structure: KALI-OKA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.199,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.31m (43.67ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $2,646,000,  Roadway Improvement Cost: $265,000,  Total Project Cost: $2,911,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9,  Location: 0.9 MI N SR 158 (Lat: 30.814261,  Lng: -88.100678),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 51,074 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 76,611 (year 2038),  Design Load: HS 20,  Features Intersected: MIDDLE NORTON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.704,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 13 degrees,  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: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,497,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $2,747,000 ( Estimate for 2022)

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Structure Number: 9267,  Location: I-65 @ SR 158 * SR 213 (Lat: 30.801744,  Lng: -88.104550),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 35,559 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 53,339 (year 2038),  Design Load: HS 20,  Features Intersected: SR 158 * SR 213
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.991,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.55m (28.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,935,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $2,129,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9268,  Location: I-65 @ SR 158 * SR 213 (Lat: 30.801833,  Lng: -88.104308),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 35,559 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 53,339 (year 2038),  Design Load: HS 20,  Features Intersected: SR 158 * SR 213
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.991,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.55m (28.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,935,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $2,129,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9271,  Location: 0.3 MI N CELESTE ROAD (Lat: 30.832953,  Lng: -88.086392),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 51,074 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 76,611 (year 2038),  Design Load: HS 20,  Features Intersected: BAYOU SARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.900,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,135,000,  Roadway Improvement Cost: $314,000,  Total Project Cost: $3,449,000 ( Estimate for 2022)

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Structure Number: 9273,  Location: 3.61 MI N SR 158 (Lat: 30.847911,  Lng: -88.076606),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 2,880 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,320 (year 2038),  Design Load: H 20,  Features Intersected: I-65,  Facility Carried by Structure: BAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.61m (31.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,911,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $2,102,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11371,  Location: 2.8 MI. E. OF CELESTE RD. (Lat: 30.891358,  Lng: -88.078969),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 1,897 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,819 (year 2040),  Design Load: HS 20,  Features Intersected: INDUSTRIAL WATER SUPPLY,  Facility Carried by Structure: RADCLIFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.799,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 3.83m (12.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $736,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $810,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11679,  Location: SHELTON BEACH ESTATES (Lat: 30.815000,  Lng: -88.120000),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 560 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 770 (year 2040),  Design Load: H 15,  Features Intersected: NORTON CREEK,  Facility Carried by Structure: SCOTT DRIVE WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.050,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $415,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11682,  Location: SHELTON BEACH ESTATES (Lat: 30.820000,  Lng: -88.123333),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 440 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 560 (year 2040),  Design Load: H 15,  Features Intersected: NORTON CREEK,  Facility Carried by Structure: SCOTT DRIVE EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.060,  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: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $366,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $403,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12692,  Location: 1.9 MI.S.OF HAYNEVILLE (Lat: 32.173333,  Lng: -86.595000),  Route carried "on" structure: State highway 21,  Year Built: 1979,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 3,930 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,901 (year 2033),  Design Load: H 15,  Features Intersected: BIG SWAMP CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.106,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $1,829,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $2,012,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13515,  Location: 2.2 MI E OF ROBERTS RD (Lat: 30.937717,  Lng: -88.137144),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,293 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,921 (year 2040),  Design Load: HS 20,  Features Intersected: BAYOU SARAH,  Facility Carried by Structure: WALTER MOORE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $364,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $400,000 ( Estimate for 2022)

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Structure Number: 14264,  Location: 0.3 MI. W. CO. 41 (Lat: 30.916103,  Lng: -88.132228),  Route carried "on" structure: County highway ,  Year Built: 1987,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 510 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: HS 20,  Features Intersected: BAYOU SARA,  Facility Carried by Structure: ARMY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.39m (4.56ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $441,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $485,000 ( Estimate for 2022)

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Structure Number: 14337,  Location: 1.1 MI N W I65 (Lat: 30.830000,  Lng: -88.106667),  Route carried "on" structure: City street ,  Year Built: 1943,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 11,120 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,725 (year 2040),  Design Load: HS 20,  Features Intersected: BAYOU SARA CREEK,  Facility Carried by Structure: CELESTE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.300,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: 6.26m (20.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,847,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $2,032,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1752,  Location: I-65 @ SR 158/213 (Lat: 30.801797,  Lng: -88.104714),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 2001,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 7,902 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,853 (year 2038),  Design Load: HS 20,  Features Intersected: SR 158/213
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.991,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 79.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.81m (28.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,873,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $2,060,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20208,  Location: .1 MI. SOUTH OF S.R. 158 (Lat: 30.799194,  Lng: -88.093833),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 866 (year 2013),  Average Future Daily Traffic: 2,873 (year 2033),  Design Load: HS 20,  Features Intersected: CHICKASAW CRK, TRIB. #2,  Facility Carried by Structure: ENTRANCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: Local Agency,  Maintenance Responsibility: 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: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $815,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $897,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20404,  Location: 1.0 MI. W. OF JCT US 43 (Lat: 30.816050,  Lng: -88.086439),  Route carried "on" structure: State highway 213,  Year Built: 2013,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 10,425 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,638 (year 2040),  Design Load: HS 20,  Features Intersected: NORTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.416,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.07m (13.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,338,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $1,472,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20709,  Location: 2.2 Miles N. of SR-158 (Lat: 30.829814,  Lng: -88.089456),  Route carried "on" structure: County highway 41,  Year Built: 2017,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 15,073 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,610 (year 2038),  Design Load: HS 20,  Features Intersected: I-65 NBL & SBL,  Facility Carried by Structure: Celeste Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.11m (33.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,546,000,  Roadway Improvement Cost: $555,000,  Total Project Cost: $6,101,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9267,  Location: I-65 @ SR 158 * SR 213 (Lat: 30.801744,  Lng: -88.104550),  Route carried "under" structure: State highway 213,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 36,537 (year 2018),  Truck Traffic: 12%,  Features Intersected: SR 158 * SR 213,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 4.141,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 9267,  Location: I-65 @ SR 158 * SR 213 (Lat: 30.801744,  Lng: -88.104550),  Route carried "under" structure: State highway 158,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 36,537 (year 2018),  Truck Traffic: 12%,  Features Intersected: SR 158 * SR 213,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 3.499,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 9268,  Location: I-65 @ SR 158 * SR 213 (Lat: 30.801833,  Lng: -88.104308),  Route carried "under" structure: State highway 158,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 36,537 (year 2018),  Truck Traffic: 12%,  Features Intersected: SR 158 * SR 213,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 3.499,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 9268,  Location: I-65 @ SR 158 * SR 213 (Lat: 30.801833,  Lng: -88.104308),  Route carried "under" structure: State highway 213,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 36,537 (year 2018),  Truck Traffic: 12%,  Features Intersected: SR 158 * SR 213,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 4.141,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 9273,  Location: 3.61 MI N SR 158 (Lat: 30.847911,  Lng: -88.076606),  Route carried "under" structure: Interstate 65,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 44,252 (year 2018),  Truck Traffic: 16%,  Features Intersected: I-65,  Facility Carried by Structure: BAKER RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 26.828,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1752,  Location: I-65 @ SR 158/213 (Lat: 30.801797,  Lng: -88.104714),  Route carried "under" structure: State highway 158,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 36,537 (year 2018),  Truck Traffic: 12%,  Features Intersected: SR 158/213,  Facility Carried by Structure: I-65 ON RAMP
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 3.499,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 20709,  Location: 2.2 Miles N. of SR-158 (Lat: 30.829814,  Lng: -88.089456),  Route carried "under" structure: Interstate 65,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 51,074 (year 2018),  Truck Traffic: 14%,  Features Intersected: I-65 NBL & SBL,  Facility Carried by Structure: Celeste Road
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 24.341,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)