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


  • National Bridge Inventory (NBI) Statistics
  • 17Number of bridges
  • 112ft / 34.0mTotal length
  • $15,942,000Total costs
  • 41,465Total average daily traffic
  • 4,297Total average daily truck traffic
  • 52,586Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Butler
  • No street view available for this location

New bridges in Butler, AL - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 21940-1949
  • 41960-1969
  • 11970-1979
  • 31980-1989
  • 11990-1999
  • 42000-2009
  • 12010-2019
Average Bridge Daily Traffic in Butler, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 83.3%Good
  • 16.7%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 33.3%Very good
  • 33.3%Good
  • 16.7%Satisfactory
  • 16.7%Imminent failure
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Very good
  • 50.0%Good
  • 16.7%Poor
  • 16.7%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 11.8%Very good
  • 41.2%Good
  • 41.2%Satisfactory
  • 5.9%Imminent failure
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 9.1%Very good
  • 36.4%Good
  • 54.5%Satisfactory
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Structure Number: 619,  Location: BUTLER (Lat: 32.074269,  Lng: -88.225939),  Route carried "on" structure: State highway 17,  Year Built: 1929,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 6,220 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,022 (year 2033),  Design Load: H 15,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.070,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: 63.1 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: 1.47m (4.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $587,000 ( Estimate for 2022)
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Structure Number: 2609,  Location: 3.8 MI W INT AL 17 * 151 (Lat: 32.102183,  Lng: -88.275922),  Route carried "on" structure: County highway 151,  Year Built: 1941,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 1992),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,100 (year 2036),  Features Intersected: BRANCH,  Facility Carried by Structure: CO RD 24
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: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $230,000 ( Estimate for 2022)
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Structure Number: 3023,  Location: 2.5 MI. W. OF BUTLER (Lat: 32.117436,  Lng: -88.252461),  Route carried "on" structure: State highway 10,  Year Built: 1947,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 3,300 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,298 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.564,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $674,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $741,000 ( Estimate for 2022)
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Structure Number: 7151,  Location: 0.1 MI S INT RT 144 * 151 (Lat: 32.096964,  Lng: -88.264294),  Route carried "on" structure: County highway 144,  Year Built: 1960,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,225 (year 1996),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,236 (year 2037),  Design Load: H 15,  Features Intersected: WAHALAK CREEK,  Facility Carried by Structure: CO RD 11
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: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 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,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $346,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $381,000 ( Estimate for 2022)
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Structure Number: 8077,  Location: 2.0 MI N INT AL 10 * 170 (Lat: 32.136350,  Lng: -88.140208),  Route carried "on" structure: County highway 170,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 275 (year 1996),  Truck Traffic: 10%,  Average Future Daily Traffic: 258 (year 2037),  Design Load: H 15,  Features Intersected: VAUGHN CREEK,  Facility Carried by Structure: C.R.36 SUNSHINE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  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: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $330,000 ( Estimate for 2022)
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Structure Number: 8078,  Location: 1.5 MI N INT AL 10 * 170 (Lat: 32.130319,  Lng: -88.140719),  Route carried "on" structure: County highway 170,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 275 (year 1996),  Truck Traffic: 15%,  Average Future Daily Traffic: 281 (year 2037),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: C.R.36 SUNSHINE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  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: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.1 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: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $289,000 ( Estimate for 2022)
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Structure Number: 8875,  Location: 2.8 MI N INT RT 87 * 130 (Lat: 32.060478,  Lng: -88.169408),  Route carried "on" structure: County highway 130,  Year Built: 1965,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 425 (year 1996),  Truck Traffic: 12%,  Average Future Daily Traffic: 412 (year 2037),  Design Load: H 15,  Features Intersected: MELON CREEK,  Facility Carried by Structure: CO RD 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 35.1 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $376,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $414,000 ( Estimate for 2022)
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Structure Number: 11004,  Location: 0.5 MI W INT AL 17 * 151 (Lat: 32.086528,  Lng: -88.228936),  Route carried "on" structure: County highway 151,  Year Built: 1973,  Status: Posted for load,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 1,725 (year 1996),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,800 (year 2038),  Design Load: H 15,  Features Intersected: SPEAR CREEK,  Facility Carried by Structure: CO RD 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $948,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,043,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 14215,  Location: BUTLER (Lat: 32.069528,  Lng: -88.227761),  Route carried "on" structure: State highway 17,  Year Built: 1987,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 4,410 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,687 (year 2033),  Design Load: HS 20,  Features Intersected: WAHALAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.568,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,956,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $2,152,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14216,  Location: BUTLER (Lat: 32.074550,  Lng: -88.225819),  Route carried "on" structure: State highway 17,  Year Built: 1987,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 6,220 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,022 (year 2033),  Design Load: HS 20,  Features Intersected: SPEARS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.153,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,956,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $2,152,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15962,  Location: 0.1 MI. W. INT RT 178*170 (Lat: 32.141803,  Lng: -88.141267),  Route carried "on" structure: County highway 178,  Year Built: 1994,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 110 (year 1996),  Truck Traffic: 10%,  Average Future Daily Traffic: 155 (year 2037),  Design Load: HS 20,  Features Intersected: VAUGHN CREEK,  Facility Carried by Structure: RUDDER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $411,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $452,000 ( Estimate for 2022)
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Structure Number: 16745,  Location: 4.1MI E BUTLER (Lat: 32.108589,  Lng: -88.144814),  Route carried "on" structure: State highway 10,  Year Built: 2000,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,400 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,428 (year 2033),  Design Load: HS 20,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.813,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Very good,  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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $764,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $840,000 ( Estimate for 2022)
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Structure Number: 16746,  Location: 1.6MI E BUTLER (Lat: 32.095239,  Lng: -88.183575),  Route carried "on" structure: State highway 10,  Year Built: 2000,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 4,110 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,353 (year 2033),  Design Load: HS 20,  Features Intersected: PACENCHA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.978,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 1 degrees,  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: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $606,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $667,000 ( Estimate for 2022)
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Structure Number: 16963,  Location: 2.9MI E OF BUTLER (Lat: 32.099056,  Lng: -88.162325),  Route carried "on" structure: State highway 10,  Year Built: 2000,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 3,400 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,428 (year 2033),  Design Load: HS 20,  Features Intersected: SUCARBOWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.049,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  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: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.93m (6.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $725,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $798,000 ( Estimate for 2022)
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Structure Number: 18649,  Location: 1.4 MI. S INT.AL 17 (Lat: 32.046692,  Lng: -88.210128),  Route carried "on" structure: County highway 87,  Year Built: 2003,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 820 (year 2003),  Average Future Daily Traffic: 1,220 (year 2038),  Design Load: HS 20,  Features Intersected: PICKETT CREEK,  Facility Carried by Structure: CO. RD. 23????????
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.03m (13.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $829,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $912,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 19576,  Location: BUTLER (Lat: 32.089969,  Lng: -88.229364),  Route carried "on" structure: State highway 10,  Year Built: 2010,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,350 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,666 (year 2033),  Design Load: HS 20,  Features Intersected: SPEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.531,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,398,000,  Roadway Improvement Cost: $340,000,  Total Project Cost: $3,738,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21649,  Location: 1.6 MI W JCT AL10/AL17 (Lat: 32.101461,  Lng: -88.241883),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Closed,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 200 (year 2021),  Average Future Daily Traffic: 220 (year 2041),  Features Intersected: Spear Creek,  Facility Carried by Structure: Timberlane Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Poor,  Superstructure: Imminent failure,  Substructure: Serious,  Channel: Imminent failure,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.05m (6.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $216,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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