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 - historical statistics
- 11920-1929
- 21940-1949
- 41960-1969
- 11970-1979
- 31980-1989
- 11990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 83.3%Good
- 16.7%Poor
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 16.7%Satisfactory
- 16.7%Imminent failure
- Bridge Condition - Substructure
- 16.7%Very good
- 50.0%Good
- 16.7%Poor
- 16.7%Serious
- Bridge Condition - Channel
- 11.8%Very good
- 41.2%Good
- 41.2%Satisfactory
- 5.9%Imminent failure
- 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)
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)
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)
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)
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)
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)
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)
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
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
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
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)
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)
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)
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)
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
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
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
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