Bridge Statistics for Huntsville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 639Number of bridges
- 11,867ft / 3,617mTotal length
- $1,521,431,000Total costs
- 10,240,811Total average daily traffic
- 528,271Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Huntsville
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 31910-1919
- 131920-1929
- 381930-1939
- 241940-1949
- 421950-1959
- 711960-1969
- 551970-1979
- 1011980-1989
- 1771990-1999
- 662000-2009
- 352010-2019
- 122020-2022
- Reconstructed bridges - Historical Statistics
- 21930-1939
- 11940-1949
- 31950-1959
- 61960-1969
- 31970-1979
- 81980-1989
- 31990-1999
- 62000-2009
- 12010-2019
- Bridge Condition - Deck
- 3.9%Excellent
- 8.5%Very good
- 47.5%Good
- 29.9%Satisfactory
- 9.5%Fair
- 0.7%Poor
- Bridge Condition - Superstructure
- 4.9%Excellent
- 9.4%Very good
- 53.8%Good
- 24.5%Satisfactory
- 7.0%Fair
- 0.3%Poor
- Bridge Condition - Substructure
- 3.5%Excellent
- 11.2%Very good
- 50.3%Good
- 26.2%Satisfactory
- 7.7%Fair
- 1.0%Poor
- Bridge Condition - Channel
- 2.2%Excellent
- 16.3%Very good
- 37.2%Good
- 31.7%Satisfactory
- 12.0%Fair
- 0.7%Poor
- Bridge Condition - Culverts
- 3.1%Excellent
- 6.6%Very good
- 47.6%Good
- 30.8%Satisfactory
- 11.9%Fair
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Structure Number: 4358, Location: SEC13 T3S R3W (Lat: 34.773228, Lng: -86.799794), Route carried "on" structure: County highway 36, Year Built: 1952, Status: Posted for load, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 5,154 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 7,658 (year 2030), Design Load: H 15, Features Intersected: LIMESTONE CREEK, Facility Carried by Structure: CAPSHAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,372,000, Roadway Improvement Cost: $137,000, Total Project Cost: $1,509,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4358, Location: SEC13 T3S R3W (Lat: 34.773228, Lng: -86.799794), Route carried "on" structure: County highway 36, Year Built: 1952, Status: Posted for load, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 5,154 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 7,658 (year 2030), Design Load: H 15, Features Intersected: LIMESTONE CREEK, Facility Carried by Structure: CAPSHAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,372,000, Roadway Improvement Cost: $137,000, Total Project Cost: $1,509,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4359, Location: SEC13 T3S R3W (Lat: 34.773100, Lng: -86.795186), Route carried "on" structure: County highway 36, Year Built: 1952, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 5,500 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 8,200 (year 2034), Design Load: H 15, Features Intersected: COPPERRUN BR, Facility Carried by Structure: CAPSHAW RD
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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $472,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4359, Location: SEC13 T3S R3W (Lat: 34.773100, Lng: -86.795186), Route carried "on" structure: County highway 36, Year Built: 1952, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 5,500 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 8,200 (year 2034), Design Load: H 15, Features Intersected: COPPERRUN BR, Facility Carried by Structure: CAPSHAW RD
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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $472,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4371, Location: 1.7 MI E JCT US HWY 231 (Lat: 34.829392, Lng: -86.599172), Route carried "on" structure: County highway 42, Year Built: 1952, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 950 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,205 (year 2040), Design Load: H 15, Features Intersected: WADE BRANCH, Facility Carried by Structure: BOB WADE LA
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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 minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $279,000 ( Estimate for 2022)
Structure Number: 4371, Location: 1.7 MI E JCT US HWY 231 (Lat: 34.829392, Lng: -86.599172), Route carried "on" structure: County highway 42, Year Built: 1952, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 950 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,205 (year 2040), Design Load: H 15, Features Intersected: WADE BRANCH, Facility Carried by Structure: BOB WADE LA
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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 minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $25,000, Total Project Cost: $279,000 ( Estimate for 2022)
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Structure Number: 4688, Location: 2.1 MI W JCT US HWY 72 (Lat: 34.695753, Lng: -86.418181), Route carried "on" structure: County highway 233, Year Built: 1953, Status: Posted for load, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 2,297 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 2,859 (year 2032), Design Load: H 15, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: LITTLE COVE RD
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: Tee Beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 19.24m (63.12ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2022, Underwater Inspection Date: July 2020, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $3,297,000, Roadway Improvement Cost: $330,000, Total Project Cost: $3,627,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4688, Location: 2.1 MI W JCT US HWY 72 (Lat: 34.695753, Lng: -86.418181), Route carried "on" structure: County highway 233, Year Built: 1953, Status: Posted for load, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 2,297 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 2,859 (year 2032), Design Load: H 15, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: LITTLE COVE RD
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: Tee Beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 19.24m (63.12ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2022, Underwater Inspection Date: July 2020, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $3,297,000, Roadway Improvement Cost: $330,000, Total Project Cost: $3,627,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4689, Location: 2 MI W JCT US HWY 72 (Lat: 34.696406, Lng: -86.411139), Route carried "on" structure: County highway 233, Year Built: 1953, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,297 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 2,865 (year 2042), Design Load: H 15, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: LITTLE COVE RD
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4689, Location: 2 MI W JCT US HWY 72 (Lat: 34.696406, Lng: -86.411139), Route carried "on" structure: County highway 233, Year Built: 1953, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,297 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 2,865 (year 2042), Design Load: H 15, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: LITTLE COVE RD
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4985, Location: 0.1 MI E LIMESTONE CO (Lat: 34.805808, Lng: -86.784814), Route carried "on" structure: County highway 338, Year Built: 1954, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 420 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 505 (year 2040), Design Load: H 15, Features Intersected: COPPERRUN BRANCH, Facility Carried by Structure: NICK DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.5m (31.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $31,000, Total Project Cost: $340,000 ( Estimate for 2022)
Structure Number: 4985, Location: 0.1 MI E LIMESTONE CO (Lat: 34.805808, Lng: -86.784814), Route carried "on" structure: County highway 338, Year Built: 1954, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 420 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 505 (year 2040), Design Load: H 15, Features Intersected: COPPERRUN BRANCH, Facility Carried by Structure: NICK DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.5m (31.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $31,000, Total Project Cost: $340,000 ( Estimate for 2022)
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Structure Number: 5295, Location: 2227 DRAKE AVE (Lat: 34.701667, Lng: -86.601667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 19,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 26,600 (year 2036), Design Load: H 10, Features Intersected: BRAHAN SPRING BRANCH, Facility Carried by Structure: DRAKE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $75,000, Total Project Cost: $827,000 ( Estimate for 2022)
Structure Number: 5295, Location: 2227 DRAKE AVE (Lat: 34.701667, Lng: -86.601667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 19,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 26,600 (year 2036), Design Load: H 10, Features Intersected: BRAHAN SPRING BRANCH, Facility Carried by Structure: DRAKE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $75,000, Total Project Cost: $827,000 ( Estimate for 2022)
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Structure Number: 5296, Location: BRAHAN SPRING AT DRAKE AV (Lat: 34.703694, Lng: -86.598194), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 23,000 (year 2040), Design Load: H 15, Features Intersected: BRAHAN SPRINGS LAGOON, Facility Carried by Structure: DRAKE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2021, Underwater Inspection Date: November 2020, Bridge Improvement Cost: $879,000, Roadway Improvement Cost: $88,000, Total Project Cost: $967,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5296, Location: BRAHAN SPRING AT DRAKE AV (Lat: 34.703694, Lng: -86.598194), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 23,000 (year 2040), Design Load: H 15, Features Intersected: BRAHAN SPRINGS LAGOON, Facility Carried by Structure: DRAKE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: January 2021, Underwater Inspection Date: November 2020, Bridge Improvement Cost: $879,000, Roadway Improvement Cost: $88,000, Total Project Cost: $967,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5445, Location: 0.8 MI E JCT US 72 * SR53 (Lat: 34.735100, Lng: -86.613300), Route carried "on" structure: US 72, Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 41,007 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 80,373 (year 2038), Design Load: H 15, Features Intersected: BROGLIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 155.010, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 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: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,547,000, Roadway Improvement Cost: $155,000, Total Project Cost: $1,702,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5445, Location: 0.8 MI E JCT US 72 * SR53 (Lat: 34.735100, Lng: -86.613300), Route carried "on" structure: US 72, Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 41,007 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 80,373 (year 2038), Design Load: H 15, Features Intersected: BROGLIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 155.010, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 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: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,547,000, Roadway Improvement Cost: $155,000, Total Project Cost: $1,702,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5509, Location: 1.8 MI W JCT SR255 * SR20 (Lat: 34.696667, Lng: -86.701667), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 30,700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 42,980 (year 2039), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: Madison Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,328,000, Roadway Improvement Cost: $233,000, Total Project Cost: $2,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5509, Location: 1.8 MI W JCT SR255 * SR20 (Lat: 34.696667, Lng: -86.701667), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 30,700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 42,980 (year 2039), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: Madison Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,328,000, Roadway Improvement Cost: $233,000, Total Project Cost: $2,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 564, Location: 550' EAST OF GREEN VALLEY (Lat: 33.880003, Lng: -86.008550), Route carried "on" structure: County highway 162, Year Built: 1956, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 476 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 681 (year 2032), Design Load: H 15, Features Intersected: GREENS CREEK, Facility Carried by Structure: MATTSMITH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $31,000, Total Project Cost: $339,000 ( Estimate for 2022)
Structure Number: 564, Location: 550' EAST OF GREEN VALLEY (Lat: 33.880003, Lng: -86.008550), Route carried "on" structure: County highway 162, Year Built: 1956, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 476 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 681 (year 2032), Design Load: H 15, Features Intersected: GREENS CREEK, Facility Carried by Structure: MATTSMITH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $31,000, Total Project Cost: $339,000 ( Estimate for 2022)
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Structure Number: 5716, Location: 0.2MI E JCT SHIELDS RD/72 (Lat: 34.773333, Lng: -86.523333), Route carried "on" structure: US 72, Year Built: 1933, Year Reconstructed: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 31,636 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 44,290 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.729, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 12 degrees, Material/Design: Concrete continuous, 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: 88.0 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $954,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,049,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5716, Location: 0.2MI E JCT SHIELDS RD/72 (Lat: 34.773333, Lng: -86.523333), Route carried "on" structure: US 72, Year Built: 1933, Year Reconstructed: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 31,636 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 44,290 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.729, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 12 degrees, Material/Design: Concrete continuous, 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: 88.0 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $954,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,049,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5765, Location: 0.8 MI S FLINT RIVER (Lat: 34.629400, Lng: -86.460400), Route carried "on" structure: US 431, Year Built: 1957, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 19,076 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 26,707 (year 2039), Design Load: HS 20, Features Intersected: FLINT RIVER RELIEF #5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 519.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,873,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,060,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5765, Location: 0.8 MI S FLINT RIVER (Lat: 34.629400, Lng: -86.460400), Route carried "on" structure: US 431, Year Built: 1957, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 19,076 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 26,707 (year 2039), Design Load: HS 20, Features Intersected: FLINT RIVER RELIEF #5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 519.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,873,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,060,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5766, Location: 0.6 MI S FLINT RIVER (Lat: 34.631000, Lng: -86.462000), Route carried "on" structure: US 431, Year Built: 1957, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 19,076 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 26,707 (year 2039), Design Load: HS 20, Features Intersected: FLINT RIVER RELIEF #4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 519.590, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee 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: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,643,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,807,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5766, Location: 0.6 MI S FLINT RIVER (Lat: 34.631000, Lng: -86.462000), Route carried "on" structure: US 431, Year Built: 1957, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 19,076 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 26,707 (year 2039), Design Load: HS 20, Features Intersected: FLINT RIVER RELIEF #4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 519.590, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee 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: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,643,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,807,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5769, Location: 0.2 MI S FLINT RIVER (Lat: 34.636667, Lng: -86.466667), Route carried "on" structure: US 431, Year Built: 1957, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 19,076 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 26,707 (year 2039), Design Load: HS 20, Features Intersected: FLINT RIVER RELIEF #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 520.299, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, 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: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,873,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,060,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5769, Location: 0.2 MI S FLINT RIVER (Lat: 34.636667, Lng: -86.466667), Route carried "on" structure: US 431, Year Built: 1957, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 19,076 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 26,707 (year 2039), Design Load: HS 20, Features Intersected: FLINT RIVER RELIEF #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 520.299, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, 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: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,873,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,060,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 577, Location: JCT FLINT RIVER (Lat: 34.638333, Lng: -86.468333), Route carried "on" structure: US 431, Year Built: 1957, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 19,076 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 26,707 (year 2039), Design Load: HS 20, Features Intersected: FLINT RIVER (MC)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 520.591, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.03m (29.63ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $2,042,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,246,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 577, Location: JCT FLINT RIVER (Lat: 34.638333, Lng: -86.468333), Route carried "on" structure: US 431, Year Built: 1957, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 19,076 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 26,707 (year 2039), Design Load: HS 20, Features Intersected: FLINT RIVER (MC)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 520.591, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.03m (29.63ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $2,042,000, Roadway Improvement Cost: $204,000, Total Project Cost: $2,246,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5776, Location: 0.7 MI E JCT PKWY. * US72 (Lat: 34.761767, Lng: -86.586075), Route carried "on" structure: US 72, Year Built: 1957, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17,792 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 24,909 (year 2038), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.166, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 13 degrees, 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: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,490,000, Roadway Improvement Cost: $149,000, Total Project Cost: $1,639,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5776, Location: 0.7 MI E JCT PKWY. * US72 (Lat: 34.761767, Lng: -86.586075), Route carried "on" structure: US 72, Year Built: 1957, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17,792 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 24,909 (year 2038), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.166, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 13 degrees, 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: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,490,000, Roadway Improvement Cost: $149,000, Total Project Cost: $1,639,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5777, Location: 0.1 MI W JCT SO RR * US72 (Lat: 34.761153, Lng: -86.574950), Route carried "on" structure: US 72, Year Built: 1957, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 8,582 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 12,015 (year 2039), Design Load: HS 20, Features Intersected: MERIDIAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.212, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.71m (15.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,066,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,173,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5777, Location: 0.1 MI W JCT SO RR * US72 (Lat: 34.761153, Lng: -86.574950), Route carried "on" structure: US 72, Year Built: 1957, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 8,582 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 12,015 (year 2039), Design Load: HS 20, Features Intersected: MERIDIAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.212, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.71m (15.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,066,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,173,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5778, Location: JCT US 72 * N/S RR (Lat: 34.760725, Lng: -86.573533), Route carried "on" structure: US 72, Year Built: 1957, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 4,271 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,980 (year 2039), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.341, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.98m (16.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,126,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5778, Location: JCT US 72 * N/S RR (Lat: 34.760725, Lng: -86.573533), Route carried "on" structure: US 72, Year Built: 1957, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 4,271 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,980 (year 2039), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.341, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.98m (16.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,126,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 581, Location: SEC25 T4S R4W (Lat: 34.657047, Lng: -86.900731), Route carried "on" structure: County highway 6, Year Built: 1957, Status: Posted for load, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 262 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 389 (year 2034), Design Load: H 15, Features Intersected: PINEY CREEK, Facility Carried by Structure: GARRETT RD
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: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,528,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,681,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 581, Location: SEC25 T4S R4W (Lat: 34.657047, Lng: -86.900731), Route carried "on" structure: County highway 6, Year Built: 1957, Status: Posted for load, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 262 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 389 (year 2034), Design Load: H 15, Features Intersected: PINEY CREEK, Facility Carried by Structure: GARRETT RD
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: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,528,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,681,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5946, Location: .2 MI S JCT AL 255 (Lat: 34.788756, Lng: -86.665258), Route carried "on" structure: State highway 53, Year Built: 1957, Year Reconstructed: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 28,972 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 40,560 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 521.910, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 4 degrees, 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,369,000, Roadway Improvement Cost: $137,000, Total Project Cost: $1,506,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5946, Location: .2 MI S JCT AL 255 (Lat: 34.788756, Lng: -86.665258), Route carried "on" structure: State highway 53, Year Built: 1957, Year Reconstructed: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 28,972 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 40,560 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 521.910, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 4 degrees, 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,369,000, Roadway Improvement Cost: $137,000, Total Project Cost: $1,506,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6014, Location: OAKWOOD * EAST ARBOR (Lat: 34.749500, Lng: -86.591800), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 900 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,260 (year 2037), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: EAST ARBOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $320,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6014, Location: OAKWOOD * EAST ARBOR (Lat: 34.749500, Lng: -86.591800), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 900 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,260 (year 2037), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: EAST ARBOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $320,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6024, Location: 4207 OAKWOOD AVE (Lat: 34.748333, Lng: -86.630000), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 13,900 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 19,460 (year 2037), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: OAKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,162,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,278,000 ( Estimate for 2022)
Structure Number: 6024, Location: 4207 OAKWOOD AVE (Lat: 34.748333, Lng: -86.630000), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 13,900 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 19,460 (year 2037), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: OAKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,162,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,278,000 ( Estimate for 2022)
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Structure Number: 6025, Location: 3801 OAKWOOD AVE (Lat: 34.748333, Lng: -86.625000), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 19,320 (year 2038), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: OAKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 14.8m (48.6ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $505,000 ( Estimate for 2022)
Structure Number: 6025, Location: 3801 OAKWOOD AVE (Lat: 34.748333, Lng: -86.625000), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 19,320 (year 2038), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: OAKWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 14.8m (48.6ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $505,000 ( Estimate for 2022)
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Structure Number: 603, Location: 0.7 MI SE JCT HWY 231-S (Lat: 34.583333, Lng: -86.555000), Route carried "on" structure: City street 13, Year Built: 1957, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,800 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 6,720 (year 2035), Design Load: HS 20, Features Intersected: ALDRIDGE CREEK, Facility Carried by Structure: HOBBS ISL RD (CIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), 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: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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: Meets minimum limits, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,615,000, Roadway Improvement Cost: $162,000, Total Project Cost: $1,777,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 603, Location: 0.7 MI SE JCT HWY 231-S (Lat: 34.583333, Lng: -86.555000), Route carried "on" structure: City street 13, Year Built: 1957, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,800 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 6,720 (year 2035), Design Load: HS 20, Features Intersected: ALDRIDGE CREEK, Facility Carried by Structure: HOBBS ISL RD (CIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), 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: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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: Meets minimum limits, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,615,000, Roadway Improvement Cost: $162,000, Total Project Cost: $1,777,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6144, Location: 1.7 MI W JCT US72 * SR255 (Lat: 34.749897, Lng: -86.697014), Route carried "on" structure: US 72, Year Built: 1958, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 24,159 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 33,823 (year 2038), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.837, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.9 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,874,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,061,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6144, Location: 1.7 MI W JCT US72 * SR255 (Lat: 34.749897, Lng: -86.697014), Route carried "on" structure: US 72, Year Built: 1958, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 24,159 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 33,823 (year 2038), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.837, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.9 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,874,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,061,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6345, Location: 1.9 MI W JCT Al-195 (Lat: 34.164583, Lng: -87.449000), Route carried "on" structure: US 278, Year Built: 1958, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,070 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,633 (year 2033), Design Load: HS 20, Features Intersected: Widows Creek, Facility Carried by Structure: AL-74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.779, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,528,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,681,000 ( Estimate for 2022)
Structure Number: 6345, Location: 1.9 MI W JCT Al-195 (Lat: 34.164583, Lng: -87.449000), Route carried "on" structure: US 278, Year Built: 1958, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,070 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 2,633 (year 2033), Design Load: HS 20, Features Intersected: Widows Creek, Facility Carried by Structure: AL-74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.779, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,528,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,681,000 ( Estimate for 2022)
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Structure Number: 6405, Location: STRINGFIELD * MARYMONT (Lat: 34.795000, Lng: -86.608333), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 5,600 (year 2037), Design Load: H 15, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: STRINGFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $48,000, Total Project Cost: $525,000 ( Estimate for 2022)
Structure Number: 6405, Location: STRINGFIELD * MARYMONT (Lat: 34.795000, Lng: -86.608333), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 5,600 (year 2037), Design Load: H 15, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: STRINGFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $48,000, Total Project Cost: $525,000 ( Estimate for 2022)
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Structure Number: 6544, Location: 7.1 MI E JCT SR 2 & I 65 (Lat: 34.751667, Lng: -86.815000), Route carried "on" structure: US 72, Year Built: 1959, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 9,625 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,698 (year 2033), Design Load: HS 20, Features Intersected: LIMESTONE CREEK, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.043, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,551,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,806,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 6544, Location: 7.1 MI E JCT SR 2 & I 65 (Lat: 34.751667, Lng: -86.815000), Route carried "on" structure: US 72, Year Built: 1959, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 9,625 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,698 (year 2033), Design Load: HS 20, Features Intersected: LIMESTONE CREEK, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.043, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,551,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,806,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 6545, Location: 0.1 MI W JCT SOURR * US72 (Lat: 34.761297, Lng: -86.574831), Route carried "on" structure: US 72, Year Built: 1959, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 8,582 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 12,015 (year 2039), Design Load: HS 20, Features Intersected: MERIDIAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.212, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.71m (15.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,066,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,173,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6545, Location: 0.1 MI W JCT SOURR * US72 (Lat: 34.761297, Lng: -86.574831), Route carried "on" structure: US 72, Year Built: 1959, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 8,582 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 12,015 (year 2039), Design Load: HS 20, Features Intersected: MERIDIAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.212, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.71m (15.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,066,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,173,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6546, Location: JCT US 72 * N/S RR (Lat: 34.760867, Lng: -86.573456), Route carried "on" structure: US 72, Year Built: 1959, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 4,271 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,980 (year 2039), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.341, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.98m (16.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,126,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6546, Location: JCT US 72 * N/S RR (Lat: 34.760867, Lng: -86.573456), Route carried "on" structure: US 72, Year Built: 1959, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 4,271 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,980 (year 2039), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.341, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.98m (16.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,126,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7115, Location: SEC28 T3S R3W (Lat: 34.750375, Lng: -86.850553), Route carried "on" structure: County highway 99, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 325 (year 2034), Design Load: H 15, Features Intersected: MARTIN BR, Facility Carried by Structure: BRADFORD RD
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: 9.9m (32.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $358,000 ( Estimate for 2022)
Structure Number: 7115, Location: SEC28 T3S R3W (Lat: 34.750375, Lng: -86.850553), Route carried "on" structure: County highway 99, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 325 (year 2034), Design Load: H 15, Features Intersected: MARTIN BR, Facility Carried by Structure: BRADFORD RD
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: 9.9m (32.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $358,000 ( Estimate for 2022)
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Structure Number: 7162, Location: 0.4 MI E CO RD 345 (Lat: 34.630000, Lng: -86.491667), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,100 (year 2041), Design Load: H 15, Features Intersected: BIG COVE BRANCH, Facility Carried by Structure: TERRY DRAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.53m (5.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $310,000 ( Estimate for 2022)
Structure Number: 7162, Location: 0.4 MI E CO RD 345 (Lat: 34.630000, Lng: -86.491667), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,100 (year 2041), Design Load: H 15, Features Intersected: BIG COVE BRANCH, Facility Carried by Structure: TERRY DRAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.53m (5.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $310,000 ( Estimate for 2022)
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Structure Number: 7299, Location: 4.2 MI N FLINT RIVER (Lat: 34.687750, Lng: -86.500861), Route carried "on" structure: US 431, Year Built: 1961, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28,408 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 39,773 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 527.339, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.1 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: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $58,000, Total Project Cost: $640,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7299, Location: 4.2 MI N FLINT RIVER (Lat: 34.687750, Lng: -86.500861), Route carried "on" structure: US 431, Year Built: 1961, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28,408 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 39,773 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 527.339, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.1 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: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $58,000, Total Project Cost: $640,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7345, Location: 0.2 MI N CO RD 008 (Lat: 34.614508, Lng: -86.734978), Route carried "on" structure: County highway 10, Year Built: 1961, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,050 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,300 (year 2032), Design Load: H 15, Features Intersected: BARREN FORK CREEK, Facility Carried by Structure: ZIERDT RD
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: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2020, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $978,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,076,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7345, Location: 0.2 MI N CO RD 008 (Lat: 34.614508, Lng: -86.734978), Route carried "on" structure: County highway 10, Year Built: 1961, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,050 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,300 (year 2032), Design Load: H 15, Features Intersected: BARREN FORK CREEK, Facility Carried by Structure: ZIERDT RD
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: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2020, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $978,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,076,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7479, Location: 3600 TIMBERCREST DR (Lat: 34.775000, Lng: -86.593333), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2039), Design Load: H 15, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: TIMBERCREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.2 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, 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: 7479, Location: 3600 TIMBERCREST DR (Lat: 34.775000, Lng: -86.593333), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2039), Design Load: H 15, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: TIMBERCREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.2 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, 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: 749, Location: WEST OF NORTH PARK (Lat: 34.758333, Lng: -86.590000), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 4,200 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 5,880 (year 2035), Design Load: H 15, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: MAX LUTHER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,596,000, Roadway Improvement Cost: $260,000, Total Project Cost: $2,856,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 749, Location: WEST OF NORTH PARK (Lat: 34.758333, Lng: -86.590000), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 4,200 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 5,880 (year 2035), Design Load: H 15, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: MAX LUTHER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,596,000, Roadway Improvement Cost: $260,000, Total Project Cost: $2,856,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7491, Location: 602 MAX LUTHER DR (Lat: 34.757889, Lng: -86.588111), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,700 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 7,980 (year 2039), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: MAX LUTHER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, 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: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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 minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $827,000, Roadway Improvement Cost: $83,000, Total Project Cost: $910,000 ( Estimate for 2022)
Structure Number: 7491, Location: 602 MAX LUTHER DR (Lat: 34.757889, Lng: -86.588111), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,700 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 7,980 (year 2039), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: MAX LUTHER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, 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: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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 minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $827,000, Roadway Improvement Cost: $83,000, Total Project Cost: $910,000 ( Estimate for 2022)
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Structure Number: 7719, Location: 720 LILY FLAG RD (Lat: 34.658333, Lng: -86.551667), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 2,500 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2039), Design Load: H 15, Features Intersected: ALDRIDGE CREEK, Facility Carried by Structure: LILY FLAG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.03m (13.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $857,000, Roadway Improvement Cost: $86,000, Total Project Cost: $943,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7719, Location: 720 LILY FLAG RD (Lat: 34.658333, Lng: -86.551667), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 2,500 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2039), Design Load: H 15, Features Intersected: ALDRIDGE CREEK, Facility Carried by Structure: LILY FLAG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.03m (13.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $857,000, Roadway Improvement Cost: $86,000, Total Project Cost: $943,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place