Bridge Statistics for Daphne, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 180ft / 54.5mTotal length
- $26,921,000Total costs
- 268,030Total average daily traffic
- 42,011Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Daphne
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11950-1959
- 41960-1969
- 51970-1979
- 11980-1989
- 31990-1999
- 62000-2009
- 12010-2019
- 32020-2022
- Bridge Condition - Deck
- 11.1%Very good
- 22.2%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 44.4%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Poor
- Bridge Condition - Channel
- 9.5%Excellent
- 19.0%Very good
- 38.1%Good
- 23.8%Satisfactory
- 9.5%Fair
- Bridge Condition - Culverts
- 28.6%Very good
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
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Structure Number: 101, Location: 4.5 MI. S. W.US.280 (Lat: 32.965664, Lng: -86.149442), Route carried "on" structure: County highway 69, Year Built: 1915, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 25 (year 2022), Average Future Daily Traffic: 90 (year 2042), Features Intersected: Socapatoy Creek, Facility Carried by Structure: CR-127
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.60m (11.81ft), 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: $345,000, Roadway Improvement Cost: $35,000, Total Project Cost: $380,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 101, Location: 4.5 MI. S. W.US.280 (Lat: 32.965664, Lng: -86.149442), Route carried "on" structure: County highway 69, Year Built: 1915, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 25 (year 2022), Average Future Daily Traffic: 90 (year 2042), Features Intersected: Socapatoy Creek, Facility Carried by Structure: CR-127
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.60m (11.81ft), 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: $345,000, Roadway Improvement Cost: $35,000, Total Project Cost: $380,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5324, Location: 1.5 MI. N. US 98 (Lat: 30.652222, Lng: -87.911667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,281 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,639 (year 2041), Design Load: H 20, Features Intersected: D'Olive Creek, Facility Carried by Structure: North Main St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.479, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2019, Bridge Improvement Cost: $1,319,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,451,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5324, Location: 1.5 MI. N. US 98 (Lat: 30.652222, Lng: -87.911667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,281 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,639 (year 2041), Design Load: H 20, Features Intersected: D'Olive Creek, Facility Carried by Structure: North Main St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.479, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2019, Bridge Improvement Cost: $1,319,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,451,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9852, Location: 1.5 MI E JCT US 90 * I-10 (Lat: 30.659189, Lng: -87.885906), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60,281 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 90,422 (year 2038), Design Load: HS 20, Features Intersected: D'OLIVE STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.997, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,711,000, Roadway Improvement Cost: $371,000, Total Project Cost: $4,082,000 ( Estimate for 2022)
Structure Number: 9852, Location: 1.5 MI E JCT US 90 * I-10 (Lat: 30.659189, Lng: -87.885906), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60,281 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 90,422 (year 2038), Design Load: HS 20, Features Intersected: D'OLIVE STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.997, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,711,000, Roadway Improvement Cost: $371,000, Total Project Cost: $4,082,000 ( Estimate for 2022)
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Structure Number: 10044, Location: 2.1 MI E JCT I-10 (Lat: 30.625836, Lng: -87.908489), Route carried "on" structure: US 98, Year Built: 1969, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 36,217 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 54,325 (year 2039), Design Load: HS 20, Features Intersected: YANCEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.893, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,739,000, Roadway Improvement Cost: $174,000, Total Project Cost: $1,913,000 ( Estimate for 2022)
Structure Number: 10044, Location: 2.1 MI E JCT I-10 (Lat: 30.625836, Lng: -87.908489), Route carried "on" structure: US 98, Year Built: 1969, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 36,217 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 54,325 (year 2039), Design Load: HS 20, Features Intersected: YANCEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.893, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,739,000, Roadway Improvement Cost: $174,000, Total Project Cost: $1,913,000 ( Estimate for 2022)
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Structure Number: 101, Location: 1.27 MI. S. US 90 (Lat: 30.642647, Lng: -87.891192), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,624 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,193 (year 2039), Features Intersected: TIAWASEE CREEK, Facility Carried by Structure: BAY VIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.208, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 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: Better than 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: 3.83m (12.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $683,000, Roadway Improvement Cost: $68,000, Total Project Cost: $751,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101, Location: 1.27 MI. S. US 90 (Lat: 30.642647, Lng: -87.891192), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,624 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,193 (year 2039), Features Intersected: TIAWASEE CREEK, Facility Carried by Structure: BAY VIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.208, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 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: Better than 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: 3.83m (12.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $683,000, Roadway Improvement Cost: $68,000, Total Project Cost: $751,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10101, Location: 0.57 S. US 90 (Lat: 30.652278, Lng: -87.893306), Route carried "on" structure: City street , Year Built: 1969, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,798 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,368 (year 2040), Features Intersected: D'OLIVE CREEK, Facility Carried by Structure: BAY VIEW DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2019, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10101, Location: 0.57 S. US 90 (Lat: 30.652278, Lng: -87.893306), Route carried "on" structure: City street , Year Built: 1969, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,798 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,368 (year 2040), Features Intersected: D'OLIVE CREEK, Facility Carried by Structure: BAY VIEW DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2019, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10418, Location: JCT I-10 * SR 181 (Lat: 30.662789, Lng: -87.852231), Route carried "on" structure: State highway 181, Year Built: 1970, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 17,322 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 25,982 (year 2038), Design Load: HS 20, Features Intersected: I-10 EB * WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.675, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.08m (33.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,972,000, Roadway Improvement Cost: $297,000, Total Project Cost: $3,269,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10418, Location: JCT I-10 * SR 181 (Lat: 30.662789, Lng: -87.852231), Route carried "on" structure: State highway 181, Year Built: 1970, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 17,322 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 25,982 (year 2038), Design Load: HS 20, Features Intersected: I-10 EB * WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.675, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.08m (33.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,972,000, Roadway Improvement Cost: $297,000, Total Project Cost: $3,269,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10419, Location: JCT I-10 * SR 181 (Lat: 30.662792, Lng: -87.852067), Route carried "on" structure: State highway 181, Year Built: 1970, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 17,322 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 25,982 (year 2038), Design Load: HS 20, Features Intersected: I-10 EB * WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.675, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.08m (33.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,972,000, Roadway Improvement Cost: $297,000, Total Project Cost: $3,269,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10419, Location: JCT I-10 * SR 181 (Lat: 30.662792, Lng: -87.852067), Route carried "on" structure: State highway 181, Year Built: 1970, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 17,322 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 25,982 (year 2038), Design Load: HS 20, Features Intersected: I-10 EB * WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.675, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.08m (33.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,972,000, Roadway Improvement Cost: $297,000, Total Project Cost: $3,269,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12053, Location: RIDGEWD DR @ GREENWOOD DR (Lat: 30.635611, Lng: -87.884050), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 611 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 824 (year 2039), Design Load: HS 20, Features Intersected: TIAWASEE CREEK, Facility Carried by Structure: RIDGEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.716, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $659,000, Roadway Improvement Cost: $66,000, Total Project Cost: $725,000 ( Estimate for 2022)
Structure Number: 12053, Location: RIDGEWD DR @ GREENWOOD DR (Lat: 30.635611, Lng: -87.884050), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 611 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 824 (year 2039), Design Load: HS 20, Features Intersected: TIAWASEE CREEK, Facility Carried by Structure: RIDGEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.716, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $659,000, Roadway Improvement Cost: $66,000, Total Project Cost: $725,000 ( Estimate for 2022)
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Structure Number: 15814, Location: 2.1 MI. E. OF CO. RD. 27 (Lat: 30.603847, Lng: -87.817089), Route carried "on" structure: County highway 64, Year Built: 1993, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,365 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 3,193 (year 2039), Design Load: HS 20, Features Intersected: FISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,157,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,373,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15814, Location: 2.1 MI. E. OF CO. RD. 27 (Lat: 30.603847, Lng: -87.817089), Route carried "on" structure: County highway 64, Year Built: 1993, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,365 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 3,193 (year 2039), Design Load: HS 20, Features Intersected: FISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,157,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,373,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 16715, Location: 0.2MI E US 98 (Lat: 30.618472, Lng: -87.900633), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.53m (1.74ft), Average Daily Traffic: 3,057 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 4,027 (year 2039), Design Load: HS 20, Features Intersected: SOUTH YANCEY'S BRANCH, Facility Carried by Structure: WHISPERING PINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.6m (8.5ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.11m (3.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $528,000 ( Estimate for 2022)
Structure Number: 16715, Location: 0.2MI E US 98 (Lat: 30.618472, Lng: -87.900633), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.53m (1.74ft), Average Daily Traffic: 3,057 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 4,027 (year 2039), Design Load: HS 20, Features Intersected: SOUTH YANCEY'S BRANCH, Facility Carried by Structure: WHISPERING PINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.6m (8.5ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.11m (3.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $528,000 ( Estimate for 2022)
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Structure Number: 19036, Location: 0.4 MI.W.OF CR.RD. 54W. (Lat: 30.589322, Lng: -87.841956), Route carried "on" structure: Bypass County highway , Year Built: 2002, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 604 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 815 (year 2039), Features Intersected: CONEY BRANCH, Facility Carried by Structure: BELFOREST CEM. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $336,000 ( Estimate for 2022)
Structure Number: 19036, Location: 0.4 MI.W.OF CR.RD. 54W. (Lat: 30.589322, Lng: -87.841956), Route carried "on" structure: Bypass County highway , Year Built: 2002, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 604 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 815 (year 2039), Features Intersected: CONEY BRANCH, Facility Carried by Structure: BELFOREST CEM. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $336,000 ( Estimate for 2022)
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Structure Number: 19886, Location: 400 FT. W. HARTNESS CIR. (Lat: 30.633408, Lng: -87.883639), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 572 (year 2019), Average Future Daily Traffic: 754 (year 2039), Design Load: HS 20, Features Intersected: TIAWASEE CREEK, Facility Carried by Structure: GREENWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), 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: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $605,000, Roadway Improvement Cost: $61,000, Total Project Cost: $666,000 ( Estimate for 2022)
Structure Number: 19886, Location: 400 FT. W. HARTNESS CIR. (Lat: 30.633408, Lng: -87.883639), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 572 (year 2019), Average Future Daily Traffic: 754 (year 2039), Design Load: HS 20, Features Intersected: TIAWASEE CREEK, Facility Carried by Structure: GREENWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), 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: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $605,000, Roadway Improvement Cost: $61,000, Total Project Cost: $666,000 ( Estimate for 2022)
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Structure Number: 19887, Location: .2 MI SOUTH OF US 98 (Lat: 30.627500, Lng: -87.911667), Route carried "on" structure: Business City street 98, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 276 (year 2019), Average Future Daily Traffic: 364 (year 2039), Design Load: HS 20, Features Intersected: YANCY CREEK, Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), 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: 8.3m (27.2ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $75,000, Total Project Cost: $823,000 ( Estimate for 2022)
Structure Number: 19887, Location: .2 MI SOUTH OF US 98 (Lat: 30.627500, Lng: -87.911667), Route carried "on" structure: Business City street 98, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 276 (year 2019), Average Future Daily Traffic: 364 (year 2039), Design Load: HS 20, Features Intersected: YANCY CREEK, Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), 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: 8.3m (27.2ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $75,000, Total Project Cost: $823,000 ( Estimate for 2022)
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Structure Number: 20478, Location: .3 MI.WEST OF CO RD 13 (Lat: 30.630750, Lng: -87.874500), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 32 (year 2019), Average Future Daily Traffic: 43 (year 2034), Design Load: HS 20, Features Intersected: TIAWASEE CREEK, Facility Carried by Structure: LAMHATTY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $47,000, Total Project Cost: $518,000 ( Estimate for 2022)
Structure Number: 20478, Location: .3 MI.WEST OF CO RD 13 (Lat: 30.630750, Lng: -87.874500), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 32 (year 2019), Average Future Daily Traffic: 43 (year 2034), Design Load: HS 20, Features Intersected: TIAWASEE CREEK, Facility Carried by Structure: LAMHATTY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $47,000, Total Project Cost: $518,000 ( Estimate for 2022)
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Structure Number: 20549, Location: 0.5 MI. S. OF US 90 (Lat: 30.642708, Lng: -87.834292), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 420 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 567 (year 2039), Design Load: HS 20, Features Intersected: TURKEY BRANCH DRIVE, Facility Carried by Structure: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.88m (9.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $61,000, Total Project Cost: $672,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20549, Location: 0.5 MI. S. OF US 90 (Lat: 30.642708, Lng: -87.834292), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 420 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 567 (year 2039), Design Load: HS 20, Features Intersected: TURKEY BRANCH DRIVE, Facility Carried by Structure: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.88m (9.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $61,000, Total Project Cost: $672,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 21049, Location: .2 M. W. OF CR 64 (Lat: 30.606256, Lng: -87.820725), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 51 (year 2018), Average Future Daily Traffic: 69 (year 2038), Design Load: HS 20, Features Intersected: BR. OFF FISH RIVER, Facility Carried by Structure: MONTELUCIA WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $59,000, Total Project Cost: $652,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21049, Location: .2 M. W. OF CR 64 (Lat: 30.606256, Lng: -87.820725), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 51 (year 2018), Average Future Daily Traffic: 69 (year 2038), Design Load: HS 20, Features Intersected: BR. OFF FISH RIVER, Facility Carried by Structure: MONTELUCIA WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $59,000, Total Project Cost: $652,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21333, Location: 2.3 mi N OF SR 104 (Lat: 30.579350, Lng: -87.851950), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 15 (year 2030), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Driveway (SR 181)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $27,000, Total Project Cost: $300,000 ( Estimate for 2022)
Structure Number: 21333, Location: 2.3 mi N OF SR 104 (Lat: 30.579350, Lng: -87.851950), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 15 (year 2030), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Driveway (SR 181)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $27,000, Total Project Cost: $300,000 ( Estimate for 2022)
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Structure Number: 21335, Location: 1.1M S. CO RD 64 (Lat: 30.587703, Lng: -87.851975), Route carried "on" structure: Other road , Year Built: 2021, Status: Open, Structure Length: 1.36m (4.46ft), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: AUSTIN RD. RELOC.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $825,000 ( Estimate for 2022)
Structure Number: 21335, Location: 1.1M S. CO RD 64 (Lat: 30.587703, Lng: -87.851975), Route carried "on" structure: Other road , Year Built: 2021, Status: Open, Structure Length: 1.36m (4.46ft), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: AUSTIN RD. RELOC.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $825,000 ( Estimate for 2022)
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Structure Number: 21446, Location: 0.11M W of Bosbyshell Ave (Lat: 30.588600, Lng: -87.841928), Route carried "on" structure: Bypass County highway , Year Built: 1999, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 67 (year 2038), Design Load: HS 20, Features Intersected: Coney Branch, Facility Carried by Structure: Bridge Drive N.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $413,000 ( Estimate for 2022)
Structure Number: 21446, Location: 0.11M W of Bosbyshell Ave (Lat: 30.588600, Lng: -87.841928), Route carried "on" structure: Bypass County highway , Year Built: 1999, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 67 (year 2038), Design Load: HS 20, Features Intersected: Coney Branch, Facility Carried by Structure: Bridge Drive N.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $413,000 ( Estimate for 2022)
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Structure Number: 21472, Location: .5 mile west of CR 13 (Lat: 30.611400, Lng: -87.870800), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 2019), Average Future Daily Traffic: 405 (year 2039), Design Load: HS 20, Features Intersected: Branch, Facility Carried by Structure: Wells Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Excellent, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $556,000, Roadway Improvement Cost: $56,000, Total Project Cost: $612,000 ( Estimate for 2022)
Structure Number: 21472, Location: .5 mile west of CR 13 (Lat: 30.611400, Lng: -87.870800), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 2019), Average Future Daily Traffic: 405 (year 2039), Design Load: HS 20, Features Intersected: Branch, Facility Carried by Structure: Wells Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Excellent, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $556,000, Roadway Improvement Cost: $56,000, Total Project Cost: $612,000 ( Estimate for 2022)
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Structure Number: 21548, Location: _WETLANDS (Lat: 30.578203, Lng: -87.843131), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 68 (year 2041), Design Load: HS 20, Features Intersected: Drainage, Facility Carried by Structure: _JUBILEE FARMS SUB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Skew: 3 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,118,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,230,000 ( Estimate for 2022)
Structure Number: 21548, Location: _WETLANDS (Lat: 30.578203, Lng: -87.843131), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 68 (year 2041), Design Load: HS 20, Features Intersected: Drainage, Facility Carried by Structure: _JUBILEE FARMS SUB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Skew: 3 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,118,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,230,000 ( Estimate for 2022)
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Structure Number: 2158, Location: 40' South of Fionn Loop (Lat: 30.578436, Lng: -87.845856), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 200 (year 2020), Average Future Daily Traffic: 270 (year 2040), Design Load: HS 20, Features Intersected: Drainage, Facility Carried by Structure: _Limerick Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 7.6m (24.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $716,000, Roadway Improvement Cost: $72,000, Total Project Cost: $788,000 ( Estimate for 2022)
Structure Number: 2158, Location: 40' South of Fionn Loop (Lat: 30.578436, Lng: -87.845856), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 200 (year 2020), Average Future Daily Traffic: 270 (year 2040), Design Load: HS 20, Features Intersected: Drainage, Facility Carried by Structure: _Limerick Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 7.6m (24.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $716,000, Roadway Improvement Cost: $72,000, Total Project Cost: $788,000 ( Estimate for 2022)
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Structure Number: 10418, Location: JCT I-10 * SR 181 (Lat: 30.662789, Lng: -87.852231), Route carried "under" structure: Interstate 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 60,281 (year 2018), Truck Traffic: 21%, Features Intersected: I-10 EB * WB, Facility Carried by Structure: SR 181 NB
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 62.224, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 10418, Location: JCT I-10 * SR 181 (Lat: 30.662789, Lng: -87.852231), Route carried "under" structure: Interstate 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 60,281 (year 2018), Truck Traffic: 21%, Features Intersected: I-10 EB * WB, Facility Carried by Structure: SR 181 NB
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 62.224, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 10419, Location: JCT I-10 * SR 181 (Lat: 30.662792, Lng: -87.852067), Route carried "under" structure: Interstate 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 60,281 (year 2018), Truck Traffic: 21%, Features Intersected: I-10 EB * WB, Facility Carried by Structure: SR 181 SB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 62.224, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 10419, Location: JCT I-10 * SR 181 (Lat: 30.662792, Lng: -87.852067), Route carried "under" structure: Interstate 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 60,281 (year 2018), Truck Traffic: 21%, Features Intersected: I-10 EB * WB, Facility Carried by Structure: SR 181 SB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 62.224, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 25.0m (82.0ft)