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

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Structure Number: 461,  Location: 0.6 MI. W. OF CO. RD. 9 (Lat: 30.474633,  Lng: -87.802661),  Route carried "on" structure: County highway 32,  Year Built: 1962,  Status: Posted for load,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 7,139 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,636 (year 2040),  Design Load: H 15,  Features Intersected: FISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 21.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 16.01m (52.53ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $3,183,000,  Roadway Improvement Cost: $318,000,  Total Project Cost: $3,501,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4804,  Location: 0.4 MI. N. OF CO. RD. 28 (Lat: 30.473781,  Lng: -87.795264),  Route carried "on" structure: County highway 9,  Year Built: 1954,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,429 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,279 (year 2038),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $355,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $391,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8315,  Location: 0.5 MI. W. OF CO. RD. 9 (Lat: 30.475892,  Lng: -87.800214),  Route carried "on" structure: County highway 32,  Year Built: 1964,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 2,829 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,819 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.3 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: 1.56m (5.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $595,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $655,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9719,  Location: 0.5 MI W SR 104 (Lat: 30.552425,  Lng: -87.891892),  Route carried "on" structure: US 98,  Year Built: 1968,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 30,936 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,404 (year 2040),  Design Load: HS 20,  Features Intersected: FLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.351,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  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: Better than present minimum criteria,  Length Of Structure Improvement: 3.49m (11.45ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $4,032,000,  Roadway Improvement Cost: $403,000,  Total Project Cost: $4,435,000 ( Estimate for 2022)

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Structure Number: 12793,  Location: 254' S COUNTY ROAD 24 (Lat: 30.442522,  Lng: -87.886239),  Route carried "on" structure: US 98,  Year Built: 1982,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,360 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,840 (year 2039),  Design Load: HS 20,  Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.631,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.7 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 replacement,  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: November 2020,  Bridge Improvement Cost: $379,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $417,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14876,  Location: 3.3 MI. S. OF S. R. 104 (Lat: 30.497450,  Lng: -87.852622),  Route carried "on" structure: State highway 181,  Year Built: 1989,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 10,972 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,458 (year 2039),  Design Load: HS 20,  Features Intersected: COWPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.415,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $1,005,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,106,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 15007,  Location: 1.8 MI. N. OF U. S. 98 (Lat: 30.445611,  Lng: -87.852428),  Route carried "on" structure: State highway 181,  Year Built: 1990,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 4,988 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,482 (year 2040),  Design Load: H 10,  Features Intersected: WATER HOLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Bridge Improvement Cost: $937,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,031,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15444,  Location: 0.2 MI. N. OF U.S. 98 (Lat: 30.421506,  Lng: -87.843786),  Route carried "on" structure: State highway 181,  Year Built: 1991,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 4,111 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,167 (year 2040),  Design Load: HS 20,  Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $606,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $667,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16187,  Location: 3.2 MI. S. OF CO. RD. 64 (Lat: 30.557856,  Lng: -87.899719),  Route carried "on" structure: County highway 98,  Year Built: 1996,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 4,472 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,037 (year 2038),  Design Load: HS 20,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,041,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,145,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16188,  Location: 3.7 MI. S. OF CO. RD. 64 (Lat: 30.551261,  Lng: -87.898650),  Route carried "on" structure: County highway 98,  Year Built: 1996,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 4,713 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,364 (year 2038),  Design Load: HS 20,  Features Intersected: FLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.36m (20.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,395,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,535,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16189,  Location: 0.7 MI. N. OF CO. RD. 32 (Lat: 30.483108,  Lng: -87.818903),  Route carried "on" structure: County highway 33,  Year Built: 1995,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 688 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 929 (year 2039),  Design Load: HS 20,  Features Intersected: COWPEN CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.36m (20.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,395,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,535,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16389,  Location: 0.5 MI W OF MORPHY AVE (Lat: 30.520192,  Lng: -87.886044),  Route carried "on" structure: Business US 98,  Year Built: 1995,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 24,301 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,452 (year 2039),  Design Load: HS 20,  Features Intersected: US 98 * MORPHY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.639,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 9 degrees,  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: 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: 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: November 2020,  Bridge Improvement Cost: $16,433,000,  Roadway Improvement Cost: $1,643,000,  Total Project Cost: $18,076,000 ( Estimate for 2022)

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Structure Number: 1639,  Location: 0.5 MI E OF MORPHY AVE (Lat: 30.507758,  Lng: -87.886156),  Route carried "on" structure: US 98,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 18,830 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,245 (year 2039),  Design Load: HS 20,  Features Intersected: FLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.413,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: 82.3 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: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $979,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,077,000 ( Estimate for 2022)

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Structure Number: 17129,  Location: 0.9 MI. S. OF CO. RD. 32 (Lat: 30.459608,  Lng: -87.869267),  Route carried "on" structure: County highway 13,  Year Built: 1998,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 343 (year 2018),  Average Future Daily Traffic: 560 (year 2038),  Design Load: HS 20,  Features Intersected: WATERHOLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $653,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $718,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18292,  Location: 1.4 MI. S. OF U.S. 98 (Lat: 30.398967,  Lng: -87.852375),  Route carried "on" structure: County highway 27,  Year Built: 2006,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,359 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,835 (year 2038),  Design Load: HS 20,  Features Intersected: WEEKS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Underwater Inspection Date: December 2018,  Bridge Improvement Cost: $1,005,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,106,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18294,  Location: 0.6 MI. S. OF CO. RD. 24 (Lat: 30.432406,  Lng: -87.869317),  Route carried "on" structure: County highway 13,  Year Built: 2003,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 433 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 585 (year 2039),  Design Load: HS 20,  Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $986,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18381,  Location: 1.6 MI. S. OF CO. RD. 32 (Lat: 30.449536,  Lng: -87.835506),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 335 (year 2019),  Average Future Daily Traffic: 452 (year 2039),  Design Load: HS 20,  Features Intersected: GREEN BRANCH,  Facility Carried by Structure: DANNE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $539,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $593,000 ( Estimate for 2022)

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Structure Number: 18505,  Location: 2.6 MI. E. OF CO. RD. 27 (Lat: 30.523650,  Lng: -87.809019),  Route carried "on" structure: County highway 48,  Year Built: 2004,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,423 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,271 (year 2038),  Design Load: HS 20,  Features Intersected: FISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 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: 5.89m (19.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,776,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $1,954,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18506,  Location: 2.4 MI. E. OF CO. RD. 27 (Lat: 30.523644,  Lng: -87.812317),  Route carried "on" structure: County highway 48,  Year Built: 2004,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,576 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,138 (year 2038),  Design Load: HS 20,  Features Intersected: PENSACOLA BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 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: 3.31m (10.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $997,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,097,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19523,  Location: 1 MILE WEST OF CO. RD 27 (Lat: 30.413958,  Lng: -87.870233),  Route carried "on" structure: County highway 11,  Year Built: 2008,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 362 (year 2018),  Average Future Daily Traffic: 488 (year 2038),  Design Load: HS 20,  Features Intersected: WEEKS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  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: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.3 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: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $550,000 ( Estimate for 2022)

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Structure Number: 1981,  Location: .2 MI W. OF CLUBHOUSE DR. (Lat: 30.568278,  Lng: -87.892306),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 659 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 890 (year 2040),  Design Load: HS 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: ROCK CREEK PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.83m (12.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $788,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $867,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19811,  Location: .2 MI W. OF CLUBHOUSE DR. (Lat: 30.574736,  Lng: -87.891536),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 527 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 711 (year 2040),  Design Load: HS 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: BEAVER DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal 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: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 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: 3.83m (12.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $841,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $925,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1995,  Location: .1 MI S. OF SR 104 (Lat: 30.543972,  Lng: -87.869236),  Route carried "on" structure: County highway 13,  Year Built: 2010,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 2,736 (year 2018),  Average Future Daily Traffic: 3,694 (year 2038),  Design Load: HS 20,  Features Intersected: TRIB. TO FLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Channel: Excellent,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $868,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $955,000 ( Estimate for 2022)

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Structure Number: 19951,  Location: 1.0 MI. N. OF SR 104 (Lat: 30.553653,  Lng: -87.869908),  Route carried "on" structure: County highway 13,  Year Built: 2009,  Status: Open,  Structure Length: 23.82m (78.15ft),  Average Daily Traffic: 2,736 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,693 (year 2038),  Design Load: HS 20,  Features Intersected: FLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.82m (78.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $7,514,000,  Roadway Improvement Cost: $751,000,  Total Project Cost: $8,265,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19955,  Location: 0.3 MI. S. OF CO. RD. 44 (Lat: 30.498272,  Lng: -87.869278),  Route carried "on" structure: County highway 13,  Year Built: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 539 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 727 (year 2040),  Design Load: HS 20,  Features Intersected: COWPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  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: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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: 3.31m (10.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $839,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $923,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1997,  Location: 1.0 MI.S.OF U.S. 98 (Lat: 30.407383,  Lng: -87.860947),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 52 (year 2019),  Average Future Daily Traffic: 71 (year 2039),  Design Load: HS 20,  Features Intersected: WEEKS BRANCH,  Facility Carried by Structure: KELLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.9m (6.2ft)

Condition: Channel: Very good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $660,000 ( Estimate for 2022)

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Structure Number: 20207,  Location: 0.8 MI. W. OF SR 181 (Lat: 30.501775,  Lng: -87.872064),  Route carried "on" structure: County highway 44,  Year Built: 2011,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 4,127 (year 2019),  Average Future Daily Traffic: 5,571 (year 2039),  Design Load: HS 20,  Features Intersected: COWPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Toll: Toll bridge is a segment,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.69m (8.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $977,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,075,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20653,  Location: 50' N SPRING LAKE DRIVE (Lat: 30.507500,  Lng: -87.884167),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 112 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 151 (year 2040),  Design Load: HS 20,  Features Intersected: COWPEN CREEK,  Facility Carried by Structure: CYPRESS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.8 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: 1.47m (4.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $451,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $496,000 ( Estimate for 2022)

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Structure Number: 21162,  Location: 520' S of Sandy Ford (Lat: 30.562736,  Lng: -87.879486),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 51 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 69 (year 2040),  Features Intersected: Tributary To Fly Creek,  Facility Carried by Structure: Headwater Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 6.9m (22.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 85.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 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: Equal to 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: June 2020,  Bridge Improvement Cost: $389,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $428,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 2119,  Location: 87 feet W of US 98 (Lat: 30.443200,  Lng: -87.886700),  Route carried "on" structure: County highway 24,  Year Built: 2017,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,340 (year 2021),  Average Future Daily Traffic: 1,809 (year 2041),  Design Load: HS 20,  Features Intersected: Turkey Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $370,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $407,000 ( Estimate for 2022)

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Structure Number: 21191,  Location: .17 M. E. of CR 13 (Lat: 30.472500,  Lng: -87.866264),  Route carried "on" structure: County highway 44,  Year Built: 2017,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,267 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,410 (year 2036),  Design Load: HS 20,  Features Intersected: CR 44_,  Facility Carried by Structure: Trib. to Cowpen Cr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $286,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $315,000 ( Estimate for 2022)

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Structure Number: 21192,  Location: .1 M. E. of SR 181 (Lat: 30.474497,  Lng: -87.797397),  Route carried "on" structure: County highway 32,  Year Built: 2017,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,698 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,342 (year 2037),  Design Load: HS 20,  Features Intersected: Drainage
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $888,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $977,000 ( Estimate for 2022)

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Structure Number: 21234,  Location: 1.2 Mi. N. of CR 32 (Lat: 30.490817,  Lng: -87.796739),  Route carried "on" structure: County highway 9,  Year Built: 2019,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 1,743 (year 2021),  Average Future Daily Traffic: 2,295 (year 2041),  Design Load: HS 20,  Features Intersected: Polecat Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.8m (35.4ft)

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: 79.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,564,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $1,720,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21583,  Location: 100 yds N. from Nichols (Lat: 30.517319,  Lng: -87.877756),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 300 (year 2020),  Average Future Daily Traffic: 405 (year 2040),  Design Load: HS 20,  Features Intersected: _Drainage,  Facility Carried by Structure: Boothe Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 3 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 36.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $341,000 ( Estimate for 2022)