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

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Structure Number: 3045,  Location: 0.3 MI.W.JCT.AL.219 (Lat: 32.459100,  Lng: -87.086983),  Route carried "on" structure: State highway 14,  Year Built: 1947,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,010 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,054 (year 2033),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.005,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $814,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $895,000 ( Estimate for 2022)

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Structure Number: 3948,  Location: ONE FOURTH MILE NO OF 278 (Lat: 34.140819,  Lng: -87.910133),  Route carried "on" structure: County highway 49,  Year Built: 1951,  Status: Posted for load,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 370 (year 2001),  Truck Traffic: 30%,  Average Future Daily Traffic: 784 (year 2035),  Design Load: H 15,  Features Intersected: Buttahatchee 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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 10.49m (34.42ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $1,726,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $1,899,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4043,  Location: 1.4 MI S JCT US 78 (Lat: 34.155722,  Lng: -88.057583),  Route carried "on" structure: State highway 19,  Year Built: 1951,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 220 (year 2017),  Truck Traffic: 37%,  Average Future Daily Traffic: 302 (year 2033),  Design Load: H 15,  Features Intersected: Broadtree Creek Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $240,000 ( Estimate for 2022)

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Structure Number: 4044,  Location: 1.5 MI N JCT US 78 (Lat: 34.195306,  Lng: -88.069833),  Route carried "on" structure: State highway 19,  Year Built: 1951,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,310 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,796 (year 2040),  Design Load: H 15,  Features Intersected: Broadtree Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.665,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $413,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $454,000 ( Estimate for 2022)

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Structure Number: 4045,  Location: 3.9 MI N JCT US 78 (Lat: 34.228861,  Lng: -88.073972),  Route carried "on" structure: State highway 19,  Year Built: 1951,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,310 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,796 (year 2040),  Design Load: H 15,  Features Intersected: Glen Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.547,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  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: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $311,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $342,000 ( Estimate for 2022)

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Structure Number: 4205,  Location: 0.2 MI N JCT US 278 (Lat: 34.145694,  Lng: -87.986556),  Route carried "on" structure: US 43,  Year Built: 1931,  Year Reconstructed: 1952,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 8,350 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,769 (year 2041),  Design Load: H 15,  Features Intersected: Ragsdale Creek,  Facility Carried by Structure: AL-17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 447.518,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,930,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $2,123,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4206,  Location: 1 MI N JCT SR 187 (Lat: 34.207056,  Lng: -87.920444),  Route carried "on" structure: US 43,  Year Built: 1931,  Year Reconstructed: 1952,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,100 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,998 (year 2033),  Design Load: H 15,  Features Intersected: Seven Mile Creek,  Facility Carried by Structure: AL-17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 456.936,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,077,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,185,000 ( Estimate for 2022)

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Structure Number: 4254,  Location: 10.8 MI. E. HWY. 17 (Lat: 34.042025,  Lng: -88.044233),  Route carried "on" structure: County highway 35,  Year Built: 1952,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 500 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 743 (year 2036),  Design Load: H 15,  Features Intersected: MAYFIELD BRANCH,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $309,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $340,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4709,  Location: 2 MILES WEST OF US 78 (Lat: 34.090336,  Lng: -88.013258),  Route carried "on" structure: County highway 35,  Year Built: 1954,  Status: Posted for load,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 600 (year 2001),  Truck Traffic: 50%,  Average Future Daily Traffic: 1,275 (year 2035),  Design Load: H 15,  Features Intersected: Buttahatchee 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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: 14.99m (49.18ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $2,467,000,  Roadway Improvement Cost: $247,000,  Total Project Cost: $2,714,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 471,  Location: 2 MILES NORTH LAMARCO LIN (Lat: 34.080861,  Lng: -88.022056),  Route carried "on" structure: County highway 35,  Year Built: 1954,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 600 (year 2001),  Truck Traffic: 45%,  Average Future Daily Traffic: 1,177 (year 2035),  Design Load: H 15,  Features Intersected: BUTTAHATCHEE 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)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $353,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $388,000 ( Estimate for 2022)

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Structure Number: 4717,  Location: 0.3 MI S JCT SR 17 (Lat: 34.129917,  Lng: -87.990028),  Route carried "on" structure: US 43,  Year Built: 1928,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 13,910 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,117 (year 2040),  Design Load: H 15,  Features Intersected: Branch,  Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.157,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 76.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $883,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $971,000 ( Estimate for 2022)

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Structure Number: 5352,  Location: 2 MI S JCT US 278 (Lat: 34.121056,  Lng: -87.835583),  Route carried "on" structure: State highway 253,  Year Built: 1955,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 120 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 167 (year 2041),  Design Load: H 15,  Features Intersected: Pearce Mill Creek
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 25.439,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: 5.37m (17.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $847,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $932,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5376,  Location: 3 MILES NO OF HAMILTON (Lat: 34.182056,  Lng: -87.984056),  Route carried "on" structure: County highway 29,  Year Built: 1956,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 160 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 206 (year 2036),  Design Load: H 15,  Features Intersected: WILLIAMS CREEK
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: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.21m (7.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $678,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $746,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5516,  Location: 2 MILES NORTH LAMARCO LIN (Lat: 34.085556,  Lng: -88.102306),  Route carried "on" structure: County highway 22,  Year Built: 1956,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 75 (year 2001),  Average Future Daily Traffic: 134 (year 2036),  Design Load: H 15,  Features Intersected: FACTORY CREEK
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: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 36.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $361,000 ( Estimate for 2022)

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Structure Number: 5748,  Location: 4 MI. E. HENSON SPRINGS (Lat: 34.016414,  Lng: -87.998744),  Route carried "on" structure: County highway 16,  Year Built: 1957,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 297 (year 2036),  Design Load: H 15,  Features Intersected: ESTILL BRANCH,  Facility Carried by Structure: HENSON SPRINGS RD
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),  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: Fair,  Culverts: Satisfactory,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.3 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: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $349,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $384,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7198,  Location: .5 WEST JCT 43 (Lat: 34.170472,  Lng: -87.980389),  Route carried "on" structure: County highway 1,  Year Built: 1961,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 150 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 215 (year 2036),  Design Load: H 20,  Features Intersected: WILLIAMS CREEK,  Facility Carried by Structure: PAVED ROAD
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: 5,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.12m (10.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $594,000 ( Estimate for 2022)

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Structure Number: 7514,  Location: 1 MILE NW OF BARNSVILLE (Lat: 34.147417,  Lng: -88.082333),  Route carried "on" structure: County highway 11,  Year Built: 1962,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 125 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2036),  Design Load: H 15,  Features Intersected: WATTS CREEK
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: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 50.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $252,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $277,000 ( Estimate for 2022)

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Structure Number: 7515,  Location: 5 MILES SOUTH BARNSVILLE (Lat: 34.135500,  Lng: -88.074750),  Route carried "on" structure: County highway 131,  Year Built: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 80 (year 2001),  Average Future Daily Traffic: 118 (year 2035),  Design Load: H 15,  Features Intersected: BARNSVILLE CREEK
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: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 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: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $273,000 ( Estimate for 2022)

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Structure Number: 878,  Location: 0.2 MI E 2ND ST NW (Lat: 34.148333,  Lng: -87.988333),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 125 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 200 (year 2036),  Features Intersected: RAGSDALE CREEK,  Facility Carried by Structure: ACADEMY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $229,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $252,000 ( Estimate for 2022)

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Structure Number: 894,  Location: 1 MILE SOUTH OF ST RD 278 (Lat: 34.121389,  Lng: -87.926528),  Route carried "on" structure: County highway 51,  Year Built: 1966,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 125 (year 2001),  Truck Traffic: 15%,  Average Future Daily Traffic: 246 (year 2035),  Design Load: H 20,  Features Intersected: Woods Creek
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),  Skew: 3 degrees,  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: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.05m (6.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $404,000 ( Estimate for 2022)

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Structure Number: 9477,  Location: 5 MILES SE HAMILTON (Lat: 34.125667,  Lng: -87.904583),  Route carried "on" structure: County highway 91,  Year Built: 1968,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 80 (year 2001),  Average Future Daily Traffic: 157 (year 2035),  Design Load: H 15,  Features Intersected: Woods Creek
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: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 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: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $260,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $286,000 ( Estimate for 2022)

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Structure Number: 11022,  Location: 0.3 MILE OF CO. 42 (Lat: 34.105906,  Lng: -87.965003),  Route carried "on" structure: County highway 98,  Year Built: 1974,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 35 (year 2001),  Average Future Daily Traffic: 98 (year 2035),  Design Load: H 15,  Features Intersected: Woods Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 6.8m (22.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.69m (8.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $461,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $507,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11992,  Location: 1 MI N JCT US-278 (Lat: 34.155556,  Lng: -87.978111),  Route carried "on" structure: US 43,  Year Built: 1973,  Status: Open,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 4,800 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,190 (year 2041),  Design Load: HS 20,  Features Intersected: Williams Creek,  Facility Carried by Structure: AL-17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 448.843,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.21m (43.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $4,257,000,  Roadway Improvement Cost: $426,000,  Total Project Cost: $4,683,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12165,  Location: 8 MI N JCT AL-17 (Lat: 34.141278,  Lng: -88.084972),  Route carried "on" structure: State highway 19,  Year Built: 1979,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 480 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 658 (year 2040),  Design Load: HS 20,  Features Intersected: Barnsville Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,100,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,310,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12448,  Location: .2 MILE SOUTH JCT CO 29 (Lat: 34.179972,  Lng: -87.972750),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 55 (year 2001),  Average Future Daily Traffic: 80 (year 2036),  Design Load: H 20,  Features Intersected: STEVENS CREEK,  Facility Carried by Structure: LOVEJOY ROAD
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: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 69.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $361,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $397,000 ( Estimate for 2022)

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Structure Number: 13152,  Location: 1 MILE WEST OF CO RD 25 (Lat: 34.197992,  Lng: -88.055147),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 50 (year 2001),  Average Future Daily Traffic: 98 (year 2035),  Design Load: H 20,  Features Intersected: Boardtree Creek,  Facility Carried by Structure: County Road 122
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)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $182,000 ( Estimate for 2022)

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Structure Number: 13683,  Location: 3.01 MI W AL-74 (Lat: 34.189889,  Lng: -88.108556),  Route carried "on" structure: County highway 4,  Year Built: 1986,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: CR-11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.699,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.87m (32.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,031,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $2,234,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1369,  Location: 2.2 MI S JCT SR 17 (Lat: 34.102706,  Lng: -87.988992),  Route carried "on" structure: US 43,  Year Built: 1985,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 6,360 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,284 (year 2041),  Design Load: HS 20,  Features Intersected: Buttahatchee Rvr Relief,  Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.177,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,182,000,  Roadway Improvement Cost: $418,000,  Total Project Cost: $4,600,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1407,  Location: 2 MILES NORTH US 78 (Lat: 34.200389,  Lng: -88.043639),  Route carried "on" structure: County highway 25,  Year Built: 1987,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 210 (year 2001),  Truck Traffic: 20%,  Average Future Daily Traffic: 412 (year 2035),  Design Load: HS 20,  Features Intersected: Boardtree Creek
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: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.51m (4.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $454,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $499,000 ( Estimate for 2022)

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Structure Number: 14429,  Location: 0.3MILE NORTH OF JCT 78 (Lat: 34.182111,  Lng: -88.079417),  Route carried "on" structure: County highway ,  Year Built: 1973,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 45 (year 2001),  Average Future Daily Traffic: 65 (year 2035),  Design Load: HS 20,  Features Intersected: Boardtree Creek,  Facility Carried by Structure: Boardtree Road
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: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $392,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $431,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14503,  Location: JCT AL-74 AND AL-4 (Lat: 34.167222,  Lng: -88.065167),  Route carried "on" structure: US 74,  Year Built: 1988,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 2,140 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,722 (year 2033),  Design Load: HS 20,  Features Intersected: I-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.23m (33.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $3,786,000,  Roadway Improvement Cost: $379,000,  Total Project Cost: $4,165,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14541,  Location: JCT AL-17 AND AL-4 (Lat: 34.120014,  Lng: -88.045828),  Route carried "on" structure: State highway 17,  Year Built: 1988,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 1,990 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,566 (year 2041),  Design Load: HS 20,  Features Intersected: I-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 440.992,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.19m (36.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $4,142,000,  Roadway Improvement Cost: $414,000,  Total Project Cost: $4,556,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14544,  Location: JCT AL-19 AND AL-4 (Lat: 34.147333,  Lng: -88.059583),  Route carried "on" structure: State highway 19,  Year Built: 1988,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 470 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 644 (year 2041),  Design Load: HS 20,  Features Intersected: I-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.183,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.96m (32.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,458,000,  Roadway Improvement Cost: $246,000,  Total Project Cost: $2,704,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14639,  Location: 0.2 MI S AL 74 (Lat: 34.164056,  Lng: -88.062944),  Route carried "on" structure: Interstate 22,  Year Built: 1988,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 11,490 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 15,567 (year 2040),  Design Load: HS 20,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.905,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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 desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $3,333,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $3,666,000 ( Estimate for 2022)

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Structure Number: 14641,  Location: 0.5 MI S AL-19 (Lat: 34.140528,  Lng: -88.058694),  Route carried "on" structure: Interstate 22,  Year Built: 1988,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 11,490 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 15,567 (year 2038),  Design Load: HS 20,  Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.545,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.22m (46.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $34,412,000,  Roadway Improvement Cost: $3,441,000,  Total Project Cost: $37,853,000 ( Estimate for 2022)

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Structure Number: 14643,  Location: 0.9 MI S AL-17 (Lat: 34.113778,  Lng: -88.030972),  Route carried "on" structure: County highway 4,  Year Built: 1988,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 275 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,025 (year 2040),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: CR-11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.020,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.54m (41.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,579,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $2,837,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14646,  Location: 2.4 MI W AL-171 (Lat: 34.090778,  Lng: -88.008361),  Route carried "on" structure: County highway 4,  Year Built: 1988,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 525 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: CR-35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.389,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.23m (33.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,226,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $3,549,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14647,  Location: 1.4 MI W AL-171 (Lat: 34.079250,  Lng: -87.996639),  Route carried "on" structure: County highway 4,  Year Built: 1988,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,025 (year 2040),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: CR-55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.400,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.34m (43.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,835,000,  Roadway Improvement Cost: $284,000,  Total Project Cost: $3,119,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14648,  Location: 0.3 MI N AL-171 (Lat: 34.072250,  Lng: -87.981389),  Route carried "on" structure: County highway 4,  Year Built: 1988,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 55 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 195 (year 2040),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: Berryhill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.468,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.4 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.84m (35.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,305,000,  Roadway Improvement Cost: $231,000,  Total Project Cost: $2,536,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14899,  Location: 4 MILES SE OF HAMILTON (Lat: 34.112861,  Lng: -87.940806),  Route carried "on" structure: County highway 42,  Year Built: 1989,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 240 (year 2001),  Truck Traffic: 35%,  Average Future Daily Traffic: 471 (year 2035),  Design Load: HS 20,  Features Intersected: Woods Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 87.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,194,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,313,000 ( Estimate for 2022)

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Structure Number: 15518,  Location: ONE HALF MILE NO OFOLD 78 (Lat: 34.167722,  Lng: -88.007889),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20 (year 2001),  Average Future Daily Traffic: 39 (year 2035),  Design Load: HS 20,  Features Intersected: Ragsdale Creek,  Facility Carried by Structure: County Road 329
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.6 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 minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $443,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $487,000 ( Estimate for 2022)

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Structure Number: 15527,  Location: 4 MI W JCT AL-253 (Lat: 34.133139,  Lng: -87.870000),  Route carried "on" structure: US 278,  Year Built: 1992,  Status: Open,  Structure Length: 13.96m (45.80ft),  Average Daily Traffic: 1,850 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,150 (year 2040),  Design Load: HS 20,  Features Intersected: Buttahatchee River,  Facility Carried by Structure: AL-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.264,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.76m (48.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $4,655,000,  Roadway Improvement Cost: $466,000,  Total Project Cost: $5,121,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place