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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 in Daphne, AL - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 11950-1959
  • 41960-1969
  • 51970-1979
  • 11980-1989
  • 31990-1999
  • 62000-2009
  • 12010-2019
  • 32020-2022
Average Bridge Daily Traffic in Daphne, AL
Average Bridge Truck Traffic in Daphne, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.1%Very good
  • 22.2%Good
  • 33.3%Satisfactory
  • 33.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 11.1%Very good
  • 44.4%Good
  • 22.2%Satisfactory
  • 22.2%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 11.1%Very good
  • 55.6%Good
  • 22.2%Satisfactory
  • 11.1%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 9.5%Excellent
  • 19.0%Very good
  • 38.1%Good
  • 23.8%Satisfactory
  • 9.5%Fair
Bridge Condition - Culverts
  • 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
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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
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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)
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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)
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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
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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
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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
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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
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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)
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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
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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)
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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)
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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)
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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)
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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)
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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
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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
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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)
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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)
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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)
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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)
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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)
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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)
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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)

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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)

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