Bridge Statistics for Garden City, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 141ft / 43.1mTotal length
- $13,904,000Total costs
- 13,030Total average daily traffic
- 843Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Garden City
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21940-1949
- 21950-1959
- 31960-1969
- 21970-1979
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Poor
- Bridge Condition - Substructure
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- 20.0%Serious
- Bridge Condition - Channel
- 12.5%Good
- 62.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 339, Location: 3 MI NE OF GARDEN CITY (Lat: 34.024839, Lng: -86.697053), Route carried "on" structure: County highway 26, Year Built: 1949, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,462 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,173 (year 2041), Design Load: H 15, Features Intersected: WARREN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $413,000 ( Estimate for 2022)
Structure Number: 339, Location: 3 MI NE OF GARDEN CITY (Lat: 34.024839, Lng: -86.697053), Route carried "on" structure: County highway 26, Year Built: 1949, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,462 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,173 (year 2041), Design Load: H 15, Features Intersected: WARREN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $413,000 ( Estimate for 2022)
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Structure Number: 3403, Location: CR 509 (Lat: 33.989319, Lng: -86.766078), Route carried "on" structure: County highway 5, Year Built: 1949, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 220 (year 1991), Truck Traffic: 15%, Average Future Daily Traffic: 300 (year 2035), Design Load: H 15, Features Intersected: BRANCH
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: Fair, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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 minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3403, Location: CR 509 (Lat: 33.989319, Lng: -86.766078), Route carried "on" structure: County highway 5, Year Built: 1949, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 220 (year 1991), Truck Traffic: 15%, Average Future Daily Traffic: 300 (year 2035), Design Load: H 15, Features Intersected: BRANCH
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: Fair, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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 minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52, Location: CR 532 (Lat: 34.012219, Lng: -86.736922), Route carried "on" structure: County highway 26, Year Built: 1955, Status: Open, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2028), Design Load: H 20, Features Intersected: MULBERRY FORK, Facility Carried by Structure: CO. RT. 532
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.93m (48.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,867,000, Roadway Improvement Cost: $287,000, Total Project Cost: $3,154,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52, Location: CR 532 (Lat: 34.012219, Lng: -86.736922), Route carried "on" structure: County highway 26, Year Built: 1955, Status: Open, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2028), Design Load: H 20, Features Intersected: MULBERRY FORK, Facility Carried by Structure: CO. RT. 532
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.93m (48.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,867,000, Roadway Improvement Cost: $287,000, Total Project Cost: $3,154,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5631, Location: 2 MI N OF BANGOR (Lat: 33.991053, Lng: -86.742531), Route carried "on" structure: County highway 127, Year Built: 1956, Status: Closed, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 95 (year 2020), Average Future Daily Traffic: 142 (year 2040), Features Intersected: BANGOR CAVE, Facility Carried by Structure: BANGOR CAVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Very good, Superstructure: Poor, Substructure: Serious, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.11m (6.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $207,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 5631, Location: 2 MI N OF BANGOR (Lat: 33.991053, Lng: -86.742531), Route carried "on" structure: County highway 127, Year Built: 1956, Status: Closed, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 95 (year 2020), Average Future Daily Traffic: 142 (year 2040), Features Intersected: BANGOR CAVE, Facility Carried by Structure: BANGOR CAVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Very good, Superstructure: Poor, Substructure: Serious, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.11m (6.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $207,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 6914, Location: BLOUNT/CULLMAN CO.LN. (Lat: 33.996667, Lng: -86.751111), Route carried "on" structure: US 31, Year Built: 1960, Status: Open, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 3,180 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,085 (year 2041), Design Load: HS 20, Features Intersected: MULBERRY FK WARRIORRIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 503.050, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.94m (58.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,058,000, Roadway Improvement Cost: $406,000, Total Project Cost: $4,464,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6914, Location: BLOUNT/CULLMAN CO.LN. (Lat: 33.996667, Lng: -86.751111), Route carried "on" structure: US 31, Year Built: 1960, Status: Open, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 3,180 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,085 (year 2041), Design Load: HS 20, Features Intersected: MULBERRY FK WARRIORRIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 503.050, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.94m (58.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,058,000, Roadway Improvement Cost: $406,000, Total Project Cost: $4,464,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 869, Location: 0.3 MI E JCT US 31 (Lat: 34.008333, Lng: -86.745000), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 515 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 544 (year 2042), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: 3RD ST
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Masonry, 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: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022)
Structure Number: 869, Location: 0.3 MI E JCT US 31 (Lat: 34.008333, Lng: -86.745000), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 515 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 544 (year 2042), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: 3RD ST
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Masonry, 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: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022)
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Structure Number: 10083, Location: 6.9 MI N JCT I65 * SR91 (Lat: 34.017778, Lng: -86.796944), Route carried "on" structure: Other road , Year Built: 1969, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 42 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: PRIVATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.923, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $11,000, Total Project Cost: $118,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10083, Location: 6.9 MI N JCT I65 * SR91 (Lat: 34.017778, Lng: -86.796944), Route carried "on" structure: Other road , Year Built: 1969, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 42 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: PRIVATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.923, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $11,000, Total Project Cost: $118,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11808, Location: 0.11 MI. E JCT. U.S. 31 (Lat: 34.016917, Lng: -86.746517), Route carried "on" structure: County highway 26, Year Built: 1977, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 3,000 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 3,100 (year 2042), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.8 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: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,164,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,380,000 ( Estimate for 2022)
Structure Number: 11808, Location: 0.11 MI. E JCT. U.S. 31 (Lat: 34.016917, Lng: -86.746517), Route carried "on" structure: County highway 26, Year Built: 1977, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 3,000 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 3,100 (year 2042), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.8 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: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,164,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,380,000 ( Estimate for 2022)
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Structure Number: 11809, Location: 0.1 MI. E JCT. U.S. 31 (Lat: 34.013333, Lng: -86.746667), Route carried "on" structure: County highway 26, Year Built: 1977, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 3,000 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 3,100 (year 2042), Design Load: HS 20, Features Intersected: L*N RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,369,000, Roadway Improvement Cost: $237,000, Total Project Cost: $2,606,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11809, Location: 0.1 MI. E JCT. U.S. 31 (Lat: 34.013333, Lng: -86.746667), Route carried "on" structure: County highway 26, Year Built: 1977, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 3,000 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 3,100 (year 2042), Design Load: HS 20, Features Intersected: L*N RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,369,000, Roadway Improvement Cost: $237,000, Total Project Cost: $2,606,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56, Location: 0.1 MI E JCT US 31 (Lat: 34.008333, Lng: -86.746667), Route carried "under" structure: City street , Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 528 (year 1988), Features Intersected: RAILROAD, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 3.35m (10.99ft), Kilometerpoint: 0.010, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 5.5m (18.0ft)
Structure Number: 56, Location: 0.1 MI E JCT US 31 (Lat: 34.008333, Lng: -86.746667), Route carried "under" structure: City street , Year Built: 1912, Structure Length: 0. m, Average Daily Traffic: 528 (year 1988), Features Intersected: RAILROAD, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 3.35m (10.99ft), Kilometerpoint: 0.010, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 5.5m (18.0ft)