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


  • National Bridge Inventory (NBI) Statistics
  • 17Number of bridges
  • 302ft / 91.8mTotal length
  • $24,765,000Total costs
  • 16,426Total average daily traffic
  • 1,110Total average daily truck traffic
  • 19,861Total future (year 2030) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Holtville
  • No street view available for this location

New bridges in Holtville, AL - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 11960-1969
  • 51970-1979
  • 31980-1989
  • 11990-1999
  • 62000-2009
Average Bridge Daily Traffic in Holtville, AL
Average Bridge Truck Traffic in Holtville, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 6.3%Very good
  • 81.3%Good
  • 6.3%Satisfactory
  • 6.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 6.3%Very good
  • 75.0%Good
  • 18.8%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 6.3%Very good
  • 62.5%Good
  • 31.3%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 29.4%Very good
  • 64.7%Good
  • 5.9%Satisfactory
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Structure Number: 8298,  Location: 1.2 MI E OF AL 143 (Lat: 32.579511,  Lng: -86.310292),  Route carried "on" structure: County highway 23,  Year Built: 1970,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 1,000 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,130 (year 2031),  Design Load: H 15,  Features Intersected: CALLOWAY CREEK,  Facility Carried by Structure: Ceaserville Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.01m (16.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $859,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $945,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 8868,  Location: 8.0 MI.N OF AL 14 (Lat: 32.616667,  Lng: -86.276667),  Route carried "on" structure: State highway 111,  Year Built: 1966,  Status: Open,  Structure Length: 20.33m (66.70ft),  Average Daily Traffic: 5,020 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,658 (year 2033),  Design Load: HS 20,  Features Intersected: LAKE JORDAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.743,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.33m (66.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Other Special 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: 11632,  Location: 9.7MI.S.COOSA CO. LINE (Lat: 32.635361,  Lng: -86.240489),  Route carried "on" structure: US 231,  Year Built: 1976,  Status: Open,  Structure Length: 12.65m (41.50ft),  Average Daily Traffic: 5,960 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,432 (year 2033),  Design Load: HS 20,  Features Intersected: LAKE JORDAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 274.393,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 85.6m (280.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.48m (44.23ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $4,253,000,  Roadway Improvement Cost: $425,000,  Total Project Cost: $4,678,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1177,  Location: SEC 10 T19N R17E (Lat: 32.636667,  Lng: -86.360000),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 88 (year 2005),  Average Future Daily Traffic: 96 (year 2030),  Design Load: H 15,  Features Intersected: CALLOWAY CREEK N,  Facility Carried by Structure: Chase Drive
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: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $706,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $777,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11807,  Location: SEC 22 T19N R17E (Lat: 32.610000,  Lng: -86.346667),  Route carried "on" structure: County highway 19,  Year Built: 1977,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 520 (year 2031),  Design Load: H 15,  Features Intersected: HURRICANE BRANCH,  Facility Carried by Structure: CO RD NO 259
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: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.01m (16.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $928,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,021,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11994,  Location: SEC 23 T19N R17E (Lat: 32.616667,  Lng: -86.331667),  Route carried "on" structure: County highway 19,  Year Built: 1978,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 15%,  Average Future Daily Traffic: 600 (year 2031),  Design Load: H 15,  Features Intersected: CALLOWAY CREEK,  Facility Carried by Structure: CO RD 259
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: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.01m (16.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $927,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,020,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13415,  Location: SEC 8 T19N R17E (Lat: 32.641667,  Lng: -86.380000),  Route carried "on" structure: County highway 274,  Year Built: 1984,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 30 (year 2005),  Average Future Daily Traffic: 50 (year 2030),  Design Load: H 15,  Features Intersected: CALLOWAY CREEK,  Facility Carried by Structure: Foreman 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: 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: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $452,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $497,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13706,  Location: SEC 4 T19N R17E (Lat: 32.660000,  Lng: -86.363333),  Route carried "on" structure: County highway 265,  Year Built: 1985,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 100 (year 2005),  Average Future Daily Traffic: 90 (year 2032),  Design Load: H 20,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: COUNTY ROAD NO 26
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: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $444,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $488,000 ( Estimate for 2022)
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Structure Number: 13707,  Location: SEC 4 T19N R17E (Lat: 32.658333,  Lng: -86.363333),  Route carried "on" structure: County highway 265,  Year Built: 1985,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 100 (year 2004),  Average Future Daily Traffic: 90 (year 2032),  Design Load: H 15,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: COUNTY ROAD NO 26
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: 9,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.23m (20.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,154,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,269,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15071,  Location: SEC 29 T20N R17E (Lat: 32.688953,  Lng: -86.383825),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 15 (year 2005),  Average Future Daily Traffic: 25 (year 2030),  Design Load: HS 20,  Features Intersected: TAN TROUGH CREEK,  Facility Carried by Structure: CO RD 442
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: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $415,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 15272,  Location: 1.0MI N OF AL 111 (Lat: 32.650075,  Lng: -86.316842),  Route carried "on" structure: County highway 23,  Year Built: 1930,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 1,400 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,580 (year 2031),  Design Load: H 15,  Features Intersected: SHOAL CREEK EMBANKMENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: 11.52m (37.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Underwater Inspection Date: August 2018,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $2,369,000,  Roadway Improvement Cost: $237,000,  Total Project Cost: $2,606,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17993,  Location: 1.1 M. W. OF AL. 143 (Lat: 32.616722,  Lng: -86.333444),  Route carried "on" structure: County highway 257,  Year Built: 2001,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 60 (year 2001),  Average Future Daily Traffic: 80 (year 2031),  Design Load: HS 20,  Features Intersected: CALLOWAY CREEK,  Facility Carried by Structure: Fern Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 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: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $502,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $552,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 18014,  Location: 1 MI E OF AL 143 (Lat: 32.616667,  Lng: -86.333333),  Route carried "on" structure: County highway 284,  Year Built: 2001,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 220 (year 2000),  Average Future Daily Traffic: 330 (year 2031),  Design Load: HS 20,  Features Intersected: CALLOWAY CREEK,  Facility Carried by Structure: Carpenter Road
Minimum Vertical Clearance: 30.18m (99.02ft),  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: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $502,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $552,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 19257,  Location: SEC 33 T20N R17E (Lat: 32.671114,  Lng: -86.376756),  Route carried "on" structure: County highway 277,  Year Built: 2005,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 30 (year 2005),  Average Future Daily Traffic: 50 (year 2030),  Design Load: HS 20,  Features Intersected: TAN TROUGH CREEK,  Facility Carried by Structure: LOCUST LEVEL RD.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  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: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.4 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $783,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $861,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 19258,  Location: SEC 13 T20N R17E (Lat: 32.676892,  Lng: -86.401719),  Route carried "on" structure: County highway 442,  Year Built: 2005,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 30 (year 2005),  Average Future Daily Traffic: 50 (year 2030),  Design Load: HS 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: POSSUM TROT RD.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  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: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.4 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: Better than present minimum criteria,  Waterway Adequacy: Better than 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: Febuary 2021,  Bridge Improvement Cost: $648,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $713,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 19259,  Location: SEC 22 T20N R17E (Lat: 32.700286,  Lng: -86.360172),  Route carried "on" structure: County highway 437,  Year Built: 2005,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 40 (year 2005),  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: NO NAME CREEK,  Facility Carried by Structure: COOSA RIVER RD.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  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: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable 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: January 2021,  Bridge Improvement Cost: $502,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $552,000 ( Estimate for 2022),  Deck Structure Type: Steel plate
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Structure Number: 19659,  Location: SEC 32 T20N R18E (Lat: 32.678333,  Lng: -86.298333),  Route carried "on" structure: County highway 29,  Year Built: 2009,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 1,333 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,030 (year 2030),  Design Load: HS 20,  Features Intersected: WEOKA CREEK,  Facility Carried by Structure: Titus Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.22m (46.65ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $2,926,000,  Roadway Improvement Cost: $293,000,  Total Project Cost: $3,219,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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