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

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Structure Number: 267,  Location: 4.7 MI N Eutaw (Lat: 32.905617,  Lng: -87.857683),  Route carried "on" structure: US 11,  Year Built: 1925,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,088 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,887 (year 2041),  Design Load: H 15,  Features Intersected: Trib. to Minters Creek,  Facility Carried by Structure: AL-7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.680,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $320,000 ( Estimate for 2022)

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Structure Number: 607,  Location: 1.2 MI N ALLISION (Lat: 32.799200,  Lng: -87.962700),  Route carried "on" structure: US 11,  Year Built: 1929,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,060 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,389 (year 2040),  Design Load: H 15,  Features Intersected: BOLIGEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.377,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $323,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $355,000 ( Estimate for 2022)

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Structure Number: 612,  Location: 1.5 MI E OF EUTAW (Lat: 32.827833,  Lng: -87.857950),  Route carried "on" structure: State highway 14,  Year Built: 1929,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,313 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,734 (year 2041),  Design Load: H 15,  Features Intersected: Jenny Watson Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.015,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $352,000 ( Estimate for 2022)

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Structure Number: 1068,  Location: 3.9 MI N EUTAW (Lat: 32.895203,  Lng: -87.863586),  Route carried "on" structure: US 11,  Year Built: 1934,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,440 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 1,887 (year 2041),  Design Load: H 15,  Features Intersected: Deadmans Branch,  Facility Carried by Structure: AL-7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.383,  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: Satisfactory,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $349,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $384,000 ( Estimate for 2022)

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Structure Number: 3162,  Location: 0.9 MI S EUTAW (Lat: 32.823150,  Lng: -87.884917),  Route carried "on" structure: US 43,  Year Built: 1931,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,540 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,832 (year 2040),  Design Load: H 15,  Features Intersected: White Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.669,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $264,000 ( Estimate for 2022)

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Structure Number: 5711,  Location: EUTAW (Lat: 32.840833,  Lng: -87.904317),  Route carried "on" structure: US 11,  Year Built: 1930,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,180 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,477 (year 2040),  Design Load: H 15,  Features Intersected: White Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.528,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: Fair,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $488,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $537,000 ( Estimate for 2022)

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Structure Number: 702,  Location: 3.5 MI SE HWY 14 (Lat: 32.786667,  Lng: -87.843333),  Route carried "on" structure: County highway 38,  Year Built: 1960,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 472 (year 1995),  Truck Traffic: 45%,  Average Future Daily Traffic: 540 (year 2031),  Design Load: HS 20,  Features Intersected: JENNY WATSON CREEK,  Facility Carried by Structure: CO RD 53
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: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,935,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $2,129,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7826,  Location: 0.8 MI N US 11 CITYHALL (Lat: 32.850583,  Lng: -87.882833),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Closed,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 16 (year 2005),  Average Future Daily Traffic: 18 (year 2033),  Design Load: H 10,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: SPRINGFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 1 months,  Inspection Date: June 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $281,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 7914,  Location: 0.4 MI N US HWY 11 (Lat: 32.815000,  Lng: -87.948333),  Route carried "on" structure: County highway 3,  Year Built: 1963,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 192 (year 1995),  Truck Traffic: 18%,  Average Future Daily Traffic: 216 (year 2031),  Design Load: HS 20,  Features Intersected: 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: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $518,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $570,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7915,  Location: 1.5 MI N US HWY 11 (Lat: 32.817500,  Lng: -87.949700),  Route carried "on" structure: County highway 3,  Year Built: 1963,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 180 (year 1995),  Truck Traffic: 17%,  Average Future Daily Traffic: 200 (year 2031),  Design Load: HS 20,  Features Intersected: 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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $527,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $580,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7916,  Location: 1.8 MI W US HWY 11 (Lat: 32.826667,  Lng: -87.960000),  Route carried "on" structure: County highway 3,  Year Built: 1963,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 240 (year 1995),  Truck Traffic: 23%,  Average Future Daily Traffic: 276 (year 2031),  Design Load: HS 20,  Features Intersected: 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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $398,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $438,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8549,  Location: 3.0 MI S JCT AL-4 (Lat: 32.836300,  Lng: -87.968417),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 23,630 (year 2020),  Truck Traffic: 44%,  Average Future Daily Traffic: 12,038 (year 2040),  Design Load: HS 20,  Features Intersected: Brush Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.115,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.03m (9.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,822,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $2,004,000 ( Estimate for 2022)

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Structure Number: 855,  Location: 3.1 MI S JCT Al-14 (Lat: 32.835867,  Lng: -87.968083),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 23,630 (year 2020),  Truck Traffic: 44%,  Average Future Daily Traffic: 12,038 (year 2040),  Design Load: HS 20,  Features Intersected: Brush Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.115,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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 desirable criteria,  Length Of Structure Improvement: 3.03m (9.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,787,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,966,000 ( Estimate for 2022)

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Structure Number: 8964,  Location: 1.6 MI S JCT AL-14 (Lat: 32.852783,  Lng: -87.944833),  Route carried "on" structure: County highway 131,  Year Built: 1966,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 1,251 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 360 (year 2040),  Design Load: H 20,  Features Intersected: I-20/59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.64m (31.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,917,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $2,109,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8966,  Location: MM 44.44 on I-20/59 (Lat: 32.906550,  Lng: -87.881417),  Route carried "on" structure: County highway 167,  Year Built: 1966,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 126 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 390 (year 2041),  Design Load: H 20,  Features Intersected: I-20/59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.64m (31.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,917,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $2,109,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8967,  Location: 2.0 MI E Union church (Lat: 32.915917,  Lng: -87.870567),  Route carried "on" structure: County highway 208,  Year Built: 1966,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 2,573 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,039 (year 2028),  Design Load: HS 20,  Features Intersected: I-20/59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.2 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,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.11m (29.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,062,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $2,268,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9637,  Location: 3.2 MI W EUTAW (Lat: 32.854353,  Lng: -87.959747),  Route carried "on" structure: County highway 12,  Year Built: 1968,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 786 (year 1995),  Truck Traffic: 75%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: H 15,  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: CO RD 131
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: Channel Beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: 8.58m (28.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,412,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $1,553,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 9638,  Location: 3.8 MI W EUTAW (Lat: 32.856100,  Lng: -87.971200),  Route carried "on" structure: County highway 12,  Year Built: 1968,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 730 (year 1995),  Truck Traffic: 70%,  Average Future Daily Traffic: 840 (year 2031),  Design Load: H 15,  Features Intersected: PIPPEN CREEK,  Facility Carried by Structure: CO RD 131
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: Channel Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $979,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,077,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 9643,  Location: LOVES 2.0 MI W OF EUTAW (Lat: 32.868767,  Lng: -87.924267),  Route carried "on" structure: State highway 14,  Year Built: 1966,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 2,208 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,650 (year 2041),  Design Load: HS 20,  Features Intersected: I-20/59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.858,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,054,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $2,259,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11009,  Location: 2.0 MI NE CO RD 23 (Lat: 32.926219,  Lng: -87.914756),  Route carried "on" structure: County highway 199,  Year Built: 1973,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 105 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 120 (year 2034),  Design Load: H 15,  Features Intersected: 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),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $461,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11795,  Location: 4.0 MI W EUTAW (Lat: 32.855000,  Lng: -87.971667),  Route carried "on" structure: County highway 12,  Year Built: 1977,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 682 (year 1995),  Truck Traffic: 65%,  Average Future Daily Traffic: 780 (year 2031),  Design Load: H 15,  Features Intersected: WATKINS BRANCH,  Facility Carried by Structure: CO RD 131
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: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.15m (10.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $562,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $618,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11796,  Location: 5.0 MI W EUTAW (Lat: 32.851667,  Lng: -87.988333),  Route carried "on" structure: County highway 12,  Year Built: 1977,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 577 (year 1995),  Truck Traffic: 55%,  Average Future Daily Traffic: 660 (year 2031),  Design Load: H 15,  Features Intersected: PIPPEN BRANCH,  Facility Carried by Structure: CO RD 131
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: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $435,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $479,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12169,  Location: 0.4 MI N US HWY 43 (Lat: 32.821667,  Lng: -87.886667),  Route carried "on" structure: County highway 29,  Year Built: 1979,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,040 (year 1995),  Truck Traffic: 95%,  Average Future Daily Traffic: 2,340 (year 2032),  Design Load: HS 20,  Features Intersected: WHITE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $722,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $794,000 ( Estimate for 2022)

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Structure Number: 1391,  Location: 2.5 MI E OF CLINTON (Lat: 32.896600,  Lng: -87.956600),  Route carried "on" structure: State highway 14,  Year Built: 1986,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,867 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,842 (year 2041),  Design Load: HS 20,  Features Intersected: Pipper Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.589,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $474,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $521,000 ( Estimate for 2022)

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Structure Number: 15732,  Location: 0.8 MI W Warrior River (Lat: 32.827983,  Lng: -87.831883),  Route carried "on" structure: State highway 14,  Year Built: 1992,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 1,875 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,707 (year 2040),  Design Load: HS 20,  Features Intersected: Warrior River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.514,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.02m (19.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,774,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $1,951,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15733,  Location: 0.7 MI W Warrior River (Lat: 32.826267,  Lng: -87.828933),  Route carried "on" structure: State highway 14,  Year Built: 1992,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 1,875 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,707 (year 2040),  Design Load: HS 20,  Features Intersected: Warrior River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.852,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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 desirable criteria,  Length Of Structure Improvement: 9.76m (32.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,877,000,  Roadway Improvement Cost: $288,000,  Total Project Cost: $3,165,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15734,  Location: 0.5 MI W Warrior River (Lat: 32.824083,  Lng: -87.826617),  Route carried "on" structure: State highway 14,  Year Built: 1992,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 1,875 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,707 (year 2040),  Design Load: HS 20,  Features Intersected: Warrior River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.180,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.33m (43.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,932,000,  Roadway Improvement Cost: $393,000,  Total Project Cost: $4,325,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16564,  Location: 3.7 Mies E of Eutaw (Lat: 32.821017,  Lng: -87.821500),  Route carried "on" structure: State highway 14,  Year Built: 1996,  Status: Open,  Structure Length: 113.54m (372.51ft),  Average Daily Traffic: 1,875 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,707 (year 2040),  Design Load: HS 20,  Features Intersected: Black Warrior River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.776,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 16.5m (54.1ft), Horizontal Clearance: 106.7m (350.1ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 22,  Length of Maximum Span: 114.3m (375.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 113.54m (372.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $33,477,000,  Roadway Improvement Cost: $3,348,000,  Total Project Cost: $36,825,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18058,  Location: 0.3 MI E US 11 (Lat: 32.866722,  Lng: -87.850167),  Route carried "on" structure: County highway 76,  Year Built: 2001,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 150 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 250 (year 2030),  Design Load: HS 20,  Features Intersected: MINTERS CREEK,  Facility Carried by Structure: CO RD 231
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: Channel Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 51.7 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.34m (27.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,601,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $1,761,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18308,  Location: NS RR Eutaw (Lat: 32.838167,  Lng: -87.882717),  Route carried "on" structure: US 43,  Year Built: 2003,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 5,741 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,401 (year 2040),  Design Load: HS 20,  Features Intersected: NS Railroad,  Facility Carried by Structure: AL-13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.527,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.9m (88.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,406,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $1,547,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19867,  Location: 0.1 M. N. NORTH STREET (Lat: 32.850806,  Lng: -87.893583),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 75 (year 2009),  Average Future Daily Traffic: 130 (year 2032),  Design Load: HS 20,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: KIRKWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $294,000 ( Estimate for 2022)

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Structure Number: 20469,  Location: 4.3 MI S EUTAW (Lat: 32.774828,  Lng: -87.909797),  Route carried "on" structure: US 43,  Year Built: 2016,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 3,401 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 5,573 (year 2040),  Design Load: HL 93,  Features Intersected: CULPEPPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.813,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: Good,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $641,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $705,000 ( Estimate for 2022)

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Structure Number: 2047,  Location: 2.5 MI S EUTAW (Lat: 32.799317,  Lng: -87.897050),  Route carried "on" structure: US 43,  Year Built: 2015,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,890 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 3,712 (year 2040),  Design Load: HL 93,  Features Intersected: STEPHENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.789,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,758,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $1,934,000 ( Estimate for 2022)

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Structure Number: 8964,  Location: 1.6 MI S JCT AL-14 (Lat: 32.852783,  Lng: -87.944833),  Route carried "under" structure: Interstate 20,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 19,460 (year 2013),  Truck Traffic: 44%,  Features Intersected: I-20/59,  Facility Carried by Structure: CR-131
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 63.007,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 8965,  Location: 2.6 MI N JCT AL-14 (Lat: 32.897550,  Lng: -87.897033),  Route carried "under" structure: Interstate 20,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 20,410 (year 2013),  Truck Traffic: 43%,  Features Intersected: I-20/59,  Facility Carried by Structure: CR-170
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 69.767,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 8966,  Location: MM 44.44 on I-20/59 (Lat: 32.906550,  Lng: -87.881417),  Route carried "under" structure: Interstate 20,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 20,410 (year 2013),  Truck Traffic: 43%,  Features Intersected: I-20/59,  Facility Carried by Structure: CR-167
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 71.532,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 8967,  Location: 2.0 MI E Union church (Lat: 32.915917,  Lng: -87.870567),  Route carried "under" structure: Interstate 20,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 20,410 (year 2013),  Truck Traffic: 43%,  Features Intersected: I-20/59
Minimum Vertical Clearance: 6.31m (20.70ft),  Kilometerpoint: 73.029,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 9643,  Location: LOVES 2.0 MI W OF EUTAW (Lat: 32.868767,  Lng: -87.924267),  Route carried "under" structure: Interstate 20,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 19,460 (year 2013),  Truck Traffic: 44%,  Features Intersected: I-20/59,  Facility Carried by Structure: AL-14
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 65.613,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)