Bridge Statistics for Coffeeville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 390ft / 119mTotal length
- $34,637,000Total costs
- 14,690Total average daily traffic
- 3,348Total average daily truck traffic
- 18,962Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Coffeeville
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 81950-1959
- 31960-1969
- 41980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 28.6%Satisfactory
- 42.9%Fair
- Bridge Condition - Substructure
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 31.6%Very good
- 15.8%Good
- 31.6%Satisfactory
- 21.1%Fair
- Bridge Condition - Culverts
- 8.3%Excellent
- 16.7%Very good
- 33.3%Good
- 33.3%Satisfactory
- 8.3%Fair
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Structure Number: 3302, Location: 2.5MI.S.OF COFFEEVILLE (Lat: 31.716917, Lng: -88.066017), Route carried "on" structure: State highway 69, Year Built: 1948, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 710 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 923 (year 2033), Design Load: H 15, Features Intersected: EBERLEIN MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.943, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $916,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,008,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3302, Location: 2.5MI.S.OF COFFEEVILLE (Lat: 31.716917, Lng: -88.066017), Route carried "on" structure: State highway 69, Year Built: 1948, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 710 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 923 (year 2033), Design Load: H 15, Features Intersected: EBERLEIN MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.943, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $916,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,008,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 391, Location: 2 MI NE OF INLAND (Lat: 33.880019, Lng: -86.580608), Route carried "on" structure: City street 241, Year Built: 1950, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 148 (year 2036), Features Intersected: LITTLE WARRIOR RIVER, Facility Carried by Structure: HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 391, Location: 2 MI NE OF INLAND (Lat: 33.880019, Lng: -86.580608), Route carried "on" structure: City street 241, Year Built: 1950, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 148 (year 2036), Features Intersected: LITTLE WARRIOR RIVER, Facility Carried by Structure: HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4915, Location: 2.8 MI. N. OF COFFEEVILLE (Lat: 31.792422, Lng: -88.083833), Route carried "on" structure: State highway 69, Year Built: 1954, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 470 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 611 (year 2033), Design Load: H 15, Features Intersected: ULCANUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.868, Lanes on structure: 2, Owner: State 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: 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 minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $820,000, Roadway Improvement Cost: $82,000, Total Project Cost: $902,000 ( Estimate for 2022)
Structure Number: 4915, Location: 2.8 MI. N. OF COFFEEVILLE (Lat: 31.792422, Lng: -88.083833), Route carried "on" structure: State highway 69, Year Built: 1954, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 470 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 611 (year 2033), Design Load: H 15, Features Intersected: ULCANUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.868, Lanes on structure: 2, Owner: State 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: 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 minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $820,000, Roadway Improvement Cost: $82,000, Total Project Cost: $902,000 ( Estimate for 2022)
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Structure Number: 4916, Location: 3.5 MI. N. OF COFFEEVILLE (Lat: 31.800400, Lng: -88.091050), Route carried "on" structure: State highway 69, Year Built: 1954, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 470 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 611 (year 2033), Design Load: H 15, Features Intersected: ESTIS MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.988, 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: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,002,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,102,000 ( Estimate for 2022)
Structure Number: 4916, Location: 3.5 MI. N. OF COFFEEVILLE (Lat: 31.800400, Lng: -88.091050), Route carried "on" structure: State highway 69, Year Built: 1954, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 470 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 611 (year 2033), Design Load: H 15, Features Intersected: ESTIS MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.988, 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: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,002,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,102,000 ( Estimate for 2022)
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Structure Number: 4917, Location: 4.7 MI. N. OF COFFEEVILLE (Lat: 31.819778, Lng: -88.099708), Route carried "on" structure: State highway 69, Year Built: 1954, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 470 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 611 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.291, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $526,000, Roadway Improvement Cost: $53,000, Total Project Cost: $579,000 ( Estimate for 2022)
Structure Number: 4917, Location: 4.7 MI. N. OF COFFEEVILLE (Lat: 31.819778, Lng: -88.099708), Route carried "on" structure: State highway 69, Year Built: 1954, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 470 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 611 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.291, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $526,000, Roadway Improvement Cost: $53,000, Total Project Cost: $579,000 ( Estimate for 2022)
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Structure Number: 6199, Location: 2.3 MI. W. OF COFFEEVILLE (Lat: 31.746353, Lng: -88.136258), Route carried "on" structure: US 84, Year Built: 1958, Status: Open, Structure Length: 27.98m (91.80ft), Average Daily Traffic: 1,690 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 2,267 (year 2033), Design Load: H 20, Features Intersected: TOMBIGBEE RIVER REL.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 32.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.98m (91.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $5,372,000, Roadway Improvement Cost: $537,000, Total Project Cost: $5,909,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6199, Location: 2.3 MI. W. OF COFFEEVILLE (Lat: 31.746353, Lng: -88.136258), Route carried "on" structure: US 84, Year Built: 1958, Status: Open, Structure Length: 27.98m (91.80ft), Average Daily Traffic: 1,690 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 2,267 (year 2033), Design Load: H 20, Features Intersected: TOMBIGBEE RIVER REL.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 32.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.98m (91.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $5,372,000, Roadway Improvement Cost: $537,000, Total Project Cost: $5,909,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 62, Location: 1 MI. W. OF COFFEEVILLE (Lat: 31.751831, Lng: -88.114983), Route carried "on" structure: US 84, Year Built: 1958, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,690 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 2,267 (year 2033), Design Load: H 20, Features Intersected: TOMBIGBEE RIVER REL.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 35.109, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,394,000, Roadway Improvement Cost: $139,000, Total Project Cost: $1,533,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 62, Location: 1 MI. W. OF COFFEEVILLE (Lat: 31.751831, Lng: -88.114983), Route carried "on" structure: US 84, Year Built: 1958, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,690 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 2,267 (year 2033), Design Load: H 20, Features Intersected: TOMBIGBEE RIVER REL.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 35.109, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,394,000, Roadway Improvement Cost: $139,000, Total Project Cost: $1,533,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6201, Location: CHOCTAW * CLARKE COLINE (Lat: 31.754900, Lng: -88.103200), Route carried "on" structure: US 84, Year Built: 1958, Status: Open, Structure Length: 39.32m (129.00ft), Average Daily Traffic: 2,050 (year 2012), Truck Traffic: 26%, Average Future Daily Traffic: 2,267 (year 2033), Design Load: H 20, Features Intersected: TOMBIGBEE RIVER
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 36.180, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 11.3m (37.1ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 121.9m (399.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 39.32m (129.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $8,088,000, Roadway Improvement Cost: $809,000, Total Project Cost: $8,897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6201, Location: CHOCTAW * CLARKE COLINE (Lat: 31.754900, Lng: -88.103200), Route carried "on" structure: US 84, Year Built: 1958, Status: Open, Structure Length: 39.32m (129.00ft), Average Daily Traffic: 2,050 (year 2012), Truck Traffic: 26%, Average Future Daily Traffic: 2,267 (year 2033), Design Load: H 20, Features Intersected: TOMBIGBEE RIVER
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 36.180, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 11.3m (37.1ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 121.9m (399.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 39.32m (129.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $8,088,000, Roadway Improvement Cost: $809,000, Total Project Cost: $8,897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 966, Location: 0.48 MI.E.JCT.CO.31*CO.21 (Lat: 31.831667, Lng: -88.126667), Route carried "on" structure: County highway 21, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 275 (year 2041), Design Load: H 15, Features Intersected: WEST BEND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 966, Location: 0.48 MI.E.JCT.CO.31*CO.21 (Lat: 31.831667, Lng: -88.126667), Route carried "on" structure: County highway 21, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 275 (year 2041), Design Load: H 15, Features Intersected: WEST BEND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9661, Location: 0.54 MI.E.JCT.AL.69*CO.21 (Lat: 31.823333, Lng: -88.093333), Route carried "on" structure: County highway 21, Year Built: 1968, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 250 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 265 (year 2041), Design Load: H 15, Features Intersected: PACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $48,000, Total Project Cost: $531,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9661, Location: 0.54 MI.E.JCT.AL.69*CO.21 (Lat: 31.823333, Lng: -88.093333), Route carried "on" structure: County highway 21, Year Built: 1968, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 250 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 265 (year 2041), Design Load: H 15, Features Intersected: PACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $48,000, Total Project Cost: $531,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9662, Location: 1.38 MI.E.JCT AL69*CO. 21 (Lat: 31.826667, Lng: -88.080000), Route carried "on" structure: County highway 21, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 225 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 240 (year 2041), Design Load: H 15, Features Intersected: ENOCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $403,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9662, Location: 1.38 MI.E.JCT AL69*CO. 21 (Lat: 31.826667, Lng: -88.080000), Route carried "on" structure: County highway 21, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 225 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 240 (year 2041), Design Load: H 15, Features Intersected: ENOCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $403,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13132, Location: COFFEEVILLE (Lat: 31.763333, Lng: -88.075000), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 1995), Average Future Daily Traffic: 115 (year 2041), Design Load: H 15, Features Intersected: TOLAND CREEK, Facility Carried by Structure: GIN 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), Skew: 3 degrees, 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: 14.1m (46.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $35,000, Total Project Cost: $384,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13132, Location: COFFEEVILLE (Lat: 31.763333, Lng: -88.075000), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 1995), Average Future Daily Traffic: 115 (year 2041), Design Load: H 15, Features Intersected: TOLAND CREEK, Facility Carried by Structure: GIN 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), Skew: 3 degrees, 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: 14.1m (46.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $35,000, Total Project Cost: $384,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13597, Location: 0.5 MI. E. OF COFFEEVILLE (Lat: 31.753450, Lng: -88.077500), Route carried "on" structure: US 84, Year Built: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,500 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 2,012 (year 2033), Design Load: HS 20, Features Intersected: EBERLEIN MILL CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 39.048, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $677,000, Roadway Improvement Cost: $68,000, Total Project Cost: $745,000 ( Estimate for 2022)
Structure Number: 13597, Location: 0.5 MI. E. OF COFFEEVILLE (Lat: 31.753450, Lng: -88.077500), Route carried "on" structure: US 84, Year Built: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,500 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 2,012 (year 2033), Design Load: HS 20, Features Intersected: EBERLEIN MILL CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 39.048, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $677,000, Roadway Improvement Cost: $68,000, Total Project Cost: $745,000 ( Estimate for 2022)
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Structure Number: 13598, Location: 0.8 MI. E. OF COFFEEVILLE (Lat: 31.752267, Lng: -88.073667), Route carried "on" structure: US 84, Year Built: 1985, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,500 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 2,012 (year 2033), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.179, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 85.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $607,000, Roadway Improvement Cost: $61,000, Total Project Cost: $668,000 ( Estimate for 2022)
Structure Number: 13598, Location: 0.8 MI. E. OF COFFEEVILLE (Lat: 31.752267, Lng: -88.073667), Route carried "on" structure: US 84, Year Built: 1985, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,500 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 2,012 (year 2033), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.179, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 85.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $607,000, Roadway Improvement Cost: $61,000, Total Project Cost: $668,000 ( Estimate for 2022)
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Structure Number: 14525, Location: 3.8 MI. E. OF COFFEEVILLE (Lat: 31.746133, Lng: -88.026125), Route carried "on" structure: US 84, Year Built: 1988, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 1,330 (year 2013), Truck Traffic: 29%, Average Future Daily Traffic: 1,784 (year 2033), Design Load: HS 20, Features Intersected: SATILPA CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.049, Lanes on structure: 2, Base Highway Network: Yes, 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: 8, 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: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14525, Location: 3.8 MI. E. OF COFFEEVILLE (Lat: 31.746133, Lng: -88.026125), Route carried "on" structure: US 84, Year Built: 1988, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 1,330 (year 2013), Truck Traffic: 29%, Average Future Daily Traffic: 1,784 (year 2033), Design Load: HS 20, Features Intersected: SATILPA CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.049, Lanes on structure: 2, Base Highway Network: Yes, 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: 8, 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: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,930,000, Roadway Improvement Cost: $293,000, Total Project Cost: $3,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14526, Location: 4 MI. E. OF COFFEEVILLE (Lat: 31.744972, Lng: -88.022761), Route carried "on" structure: US 84, Year Built: 1988, Status: Open, Structure Length: 17.62m (57.81ft), Average Daily Traffic: 1,330 (year 2013), Truck Traffic: 29%, Average Future Daily Traffic: 1,784 (year 2033), Design Load: HS 20, Features Intersected: SATILPA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.371, Lanes on structure: 2, Base Highway Network: Yes, 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: 17, 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: 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.32m (60.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $5,778,000, Roadway Improvement Cost: $578,000, Total Project Cost: $6,356,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14526, Location: 4 MI. E. OF COFFEEVILLE (Lat: 31.744972, Lng: -88.022761), Route carried "on" structure: US 84, Year Built: 1988, Status: Open, Structure Length: 17.62m (57.81ft), Average Daily Traffic: 1,330 (year 2013), Truck Traffic: 29%, Average Future Daily Traffic: 1,784 (year 2033), Design Load: HS 20, Features Intersected: SATILPA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.371, Lanes on structure: 2, Base Highway Network: Yes, 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: 17, 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: 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.32m (60.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $5,778,000, Roadway Improvement Cost: $578,000, Total Project Cost: $6,356,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15334, Location: 1.8 MI. CO RT 21 (Lat: 31.773333, Lng: -88.036667), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 75 (year 1992), Average Future Daily Traffic: 100 (year 2041), Design Load: HS 20, Features Intersected: SATILPA CREEK RELIEF, Facility Carried by Structure: NORRIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $34,000, Total Project Cost: $374,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 15334, Location: 1.8 MI. CO RT 21 (Lat: 31.773333, Lng: -88.036667), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 75 (year 1992), Average Future Daily Traffic: 100 (year 2041), Design Load: HS 20, Features Intersected: SATILPA CREEK RELIEF, Facility Carried by Structure: NORRIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $34,000, Total Project Cost: $374,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 19627, Location: 3.3 MI NORTH OF CR#35 (Lat: 33.401119, Lng: -88.085031), Route carried "on" structure: County highway 37, Year Built: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 180 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 270 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF COALFIRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $28,000, Total Project Cost: $311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 19627, Location: 3.3 MI NORTH OF CR#35 (Lat: 33.401119, Lng: -88.085031), Route carried "on" structure: County highway 37, Year Built: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 180 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 270 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF COALFIRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $28,000, Total Project Cost: $311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 19849, Location: 250' S OF W. 8TH ST (Lat: 33.177000, Lng: -86.259833), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 300 (year 2020), Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: BIG DITCH, Facility Carried by Structure: WOODLAWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $812,000, Roadway Improvement Cost: $81,000, Total Project Cost: $893,000 ( Estimate for 2022)
Structure Number: 19849, Location: 250' S OF W. 8TH ST (Lat: 33.177000, Lng: -86.259833), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 300 (year 2020), Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: BIG DITCH, Facility Carried by Structure: WOODLAWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $812,000, Roadway Improvement Cost: $81,000, Total Project Cost: $893,000 ( Estimate for 2022)