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Bridge Statistics for Opp, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 42Number of bridges
  • 433ft / 132mTotal length
  • $51,103,000Total costs
  • 60,389Total average daily traffic
  • 4,937Total average daily truck traffic
  • 82,135Total future (year 2028) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Opp
  • No street view available for this location

New bridges in Opp, AL - historical statistics
  • New bridges - historical statistics
  • 21900-1909
  • 21920-1929
  • 51930-1939
  • 51940-1949
  • 41950-1959
  • 91960-1969
  • 21980-1989
  • 21990-1999
  • 112000-2009
Reconstructed bridges in Opp, AL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21960-1969
  • 51970-1979
  • 31980-1989
  • 51990-1999
Average Bridge Daily Traffic in Opp, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.0%Excellent
  • 32.0%Very good
  • 16.0%Good
  • 28.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 30.8%Very good
  • 23.1%Good
  • 30.8%Satisfactory
  • 15.4%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 23.1%Very good
  • 7.7%Good
  • 34.6%Satisfactory
  • 34.6%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 23.8%Very good
  • 33.3%Good
  • 31.0%Satisfactory
  • 11.9%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 12.5%Very good
  • 37.5%Good
  • 37.5%Satisfactory
  • 12.5%Fair
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Structure Number: 959,  Location: 1.1 MILE SOUTH US 72 (Lat: 34.602608,  Lng: -86.232961),  Route carried "on" structure: County highway 6,  Year Built: 1932,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 170 (year 1989),  Truck Traffic: 1%,  Average Future Daily Traffic: 220 (year 2039),  Design Load: H 10,  Features Intersected: PARKELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $347,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $382,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1019,  Location: 2.5 MI E OF INT US 29 (Lat: 32.556694,  Lng: -85.470167),  Route carried "on" structure: State lands road ,  Year Built: 1933,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 500 (year 2034),  Design Load: H 15,  Features Intersected: MOORE'S MILL CREEK,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.200,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.27m (7.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $342,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $376,000 ( Estimate for 2022)
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Structure Number: 2285,  Location: 1.4 MI.N.OPP CITY LIMIT (Lat: 31.326725,  Lng: -86.264822),  Route carried "on" structure: US 331,  Year Built: 1940,  Status: Closed,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 3,440 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,688 (year 2033),  Design Load: H 15,  Features Intersected: LIGHTWOOD KNOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.919,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.98m (42.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $2,581,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $2,839,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3444,  Location: 1.2 MILES SW OF BROOKLYN (Lat: 31.300983,  Lng: -86.184608),  Route carried "on" structure: County highway 437,  Year Built: 1949,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2040),  Design Load: H 10,  Features Intersected: STANLEY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $459,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $505,000 ( Estimate for 2022)
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Structure Number: 3712,  Location: 1 MI E OF OPP (Lat: 31.280383,  Lng: -86.219022),  Route carried "on" structure: County highway 22,  Year Built: 1950,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 280 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 344 (year 2030),  Design Load: H 15,  Features Intersected: CRIPPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $420,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5559,  Location: 1.75 WEST OF OPP (Lat: 31.297017,  Lng: -86.283153),  Route carried "on" structure: County highway 42,  Year Built: 1956,  Status: Posted for load,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 330 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 410 (year 2031),  Design Load: H 15,  Features Intersected: LIGHTWOOD KNOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 17.32m (56.82ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $3,087,000,  Roadway Improvement Cost: $309,000,  Total Project Cost: $3,396,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 676,  Location: 1/2 MI E OF BROG WILKERSO (Lat: 31.266403,  Lng: -86.197814),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 130 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 172 (year 2031),  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 17.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $174,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 7466,  Location: 3/4 MI. N. FLEETA SCHOOL (Lat: 31.338108,  Lng: -86.251306),  Route carried "on" structure: County highway 93,  Year Built: 1961,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 220 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 292 (year 2032),  Design Load: H 15,  Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $333,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7701,  Location: 1/4 MI E OF FLEETA SCHOOL (Lat: 31.330522,  Lng: -86.242192),  Route carried "on" structure: County highway 30,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 300 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 380 (year 2031),  Design Load: H 15,  Features Intersected: NO NAME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $320,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7967,  Location: .5 MILE SW OF BROOKLYN (Lat: 31.315314,  Lng: -86.167514),  Route carried "on" structure: County highway 437,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2040),  Design Load: H 10,  Features Intersected: PAGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $248,000 ( Estimate for 2022)
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Structure Number: 803,  Location: 1 MI W US 331 AT VALLEY G (Lat: 31.388058,  Lng: -86.278369),  Route carried "on" structure: County highway 70,  Year Built: 1963,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 280 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 344 (year 2030),  Design Load: H 15,  Features Intersected: POLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.03m (9.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $561,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $617,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8312,  Location: 2 MI E OF FLEETA SCHOOL (Lat: 31.334483,  Lng: -86.227778),  Route carried "on" structure: County highway 30,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 290 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 380 (year 2031),  Design Load: H 15,  Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.1 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: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $401,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $441,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8948,  Location: 1/4 MI SOUTH OF UNION GRO (Lat: 31.356869,  Lng: -86.210314),  Route carried "on" structure: County highway ,  Year Built: 1934,  Year Reconstructed: 1966,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 190 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 230 (year 2033),  Design Load: H 15,  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 16.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  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: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $198,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9645,  Location: 2.8 MI W.OF BASIN (Lat: 31.329542,  Lng: -86.174317),  Route carried "on" structure: County highway 422,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 110 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: H 10,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $495,000 ( Estimate for 2022)
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Structure Number: 984,  Location: .5 MI.N.JCT.US 84 (Lat: 31.295217,  Lng: -86.255353),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,570 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,855 (year 2030),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: N. MAIN OLD US 331
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $789,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $868,000 ( Estimate for 2022)
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Structure Number: 10144,  Location: 1/2 MI N OF COOL SPRINGS (Lat: 31.305617,  Lng: -86.199300),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 110 (year 1995),  Truck Traffic: 1%,  Average Future Daily Traffic: 143 (year 2030),  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 7.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  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: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $197,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 11305,  Location: FLEETA SCHOOL BR (Lat: 31.338797,  Lng: -86.251508),  Route carried "on" structure: County highway 93,  Year Built: 1929,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 220 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 287 (year 2030),  Design Load: H 15,  Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $733,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $806,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 11316,  Location: 1/2 MI S OF OPP BARNES ST (Lat: 31.274431,  Lng: -86.257172),  Route carried "on" structure: County highway 42,  Year Built: 1937,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 590 (year 1994),  Truck Traffic: 10%,  Average Future Daily Traffic: 746 (year 2030),  Design Load: H 15,  Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $339,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $373,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 11319,  Location: 1 MI.N.OF OPP CITY L. (Lat: 31.320583,  Lng: -86.262233),  Route carried "on" structure: US 331,  Year Built: 1940,  Year Reconstructed: 1975,  Status: Closed,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,440 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,688 (year 2033),  Design Load: H 15,  Features Intersected: GIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.164,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $563,000 ( Estimate for 2022)
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Structure Number: 11325,  Location: 1/2 MI NE OF FLEETABR (Lat: 31.352294,  Lng: -86.237856),  Route carried "on" structure: County highway ,  Year Built: 1955,  Year Reconstructed: 1975,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 230 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 292 (year 2031),  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 14.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  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: > 39.9% below),  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $167,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1153,  Location: 1MI E OF UNION GROVE CH (Lat: 31.371939,  Lng: -86.253028),  Route carried "on" structure: County highway ,  Year Built: 1929,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 110 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 144 (year 2033),  Design Load: H 15,  Features Intersected: LIGHTWOODKNOT CREEK,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $887,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $976,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 12968,  Location: 4.2 MI. W.US 331 (Lat: 31.270650,  Lng: -86.313878),  Route carried "on" structure: US 84,  Year Built: 1982,  Status: Open,  Structure Length: 15.03m (49.31ft),  Average Daily Traffic: 3,405 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,568 (year 2033),  Design Load: HS 20,  Features Intersected: LIGHTWOOD KNOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.465,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.7 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.80m (51.84ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $4,984,000,  Roadway Improvement Cost: $498,000,  Total Project Cost: $5,482,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12969,  Location: 4.0 MI. W.US 331 (Lat: 31.269975,  Lng: -86.311467),  Route carried "on" structure: US 84,  Year Built: 1982,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 3,405 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,568 (year 2033),  Design Load: HS 20,  Features Intersected: LIGHTWOOD KNOT CK.REL.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.674,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,289,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $2,518,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13796,  Location: 1 MI S OF UNION GROVE (Lat: 31.345639,  Lng: -86.213233),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 180 (year 1994),  Truck Traffic: 1%,  Average Future Daily Traffic: 229 (year 2030),  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  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: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $187,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 14301,  Location: 1.25 MI S. OF OPP (Lat: 31.261753,  Lng: -86.271350),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 65 (year 1994),  Average Future Daily Traffic: 86 (year 2030),  Design Load: H 15,  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: C0. PAVED RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $345,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 15231,  Location: 0.7 MI. E. OPP C. LIMITS. (Lat: 31.282944,  Lng: -86.217850),  Route carried "on" structure: State highway 134,  Year Built: 1990,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,590 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,685 (year 2033),  Design Load: HS 20,  Features Intersected: EAST FORK, CRIPPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.660,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.2 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: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $663,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $729,000 ( Estimate for 2022)
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Structure Number: 15265,  Location: 1 MI EAST CO RD 91 (Lat: 31.246764,  Lng: -86.210753),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 60 (year 1994),  Average Future Daily Traffic: 85 (year 2030),  Design Load: HS 20,  Features Intersected: SHOTBAG CREEK,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $348,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 15771,  Location: FUNERAL HOME ROAD (Lat: 31.236150,  Lng: -86.227408),  Route carried "on" structure: County highway 91,  Year Built: 1993,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 290 (year 1994),  Truck Traffic: 2%,  Average Future Daily Traffic: 373 (year 2030),  Design Load: HS 20,  Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 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: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $526,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $579,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 16404,  Location: 0.2 MI. S OF CO RD 95 (Lat: 31.250167,  Lng: -86.243583),  Route carried "on" structure: US 84,  Year Built: 2000,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 4,840 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,596 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 837.591,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.56m (5.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,604,000,  Roadway Improvement Cost: $260,000,  Total Project Cost: $2,864,000 ( Estimate for 2022)
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Structure Number: 16405,  Location: 0.3 MI. N OF CO. RD 95 (Lat: 31.253667,  Lng: -86.236611),  Route carried "on" structure: US 84,  Year Built: 2000,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 5,420 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,387 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 838.364,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $3,136,000,  Roadway Improvement Cost: $314,000,  Total Project Cost: $3,450,000 ( Estimate for 2022)
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Structure Number: 16406,  Location: 0.1 MI. N OF AL 134 (Lat: 31.284417,  Lng: -86.221639),  Route carried "on" structure: US 84,  Year Built: 2000,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 4,840 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,596 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 842.136,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.5m (11.5ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.11m (6.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,997,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $3,297,000 ( Estimate for 2022)
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Structure Number: 16968,  Location: .5 MI. E. OPP CITY LIMIT (Lat: 31.282950,  Lng: -86.220367),  Route carried "on" structure: State highway 134,  Year Built: 2000,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 3,590 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,685 (year 2033),  Design Load: HS 20,  Features Intersected: W. FORK CRIPPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.409,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.11m (6.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,734,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $1,907,000 ( Estimate for 2022)
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Structure Number: 17237,  Location: 1 MI. S.E. OPP (Lat: 31.253469,  Lng: -86.199717),  Route carried "on" structure: County highway 40,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 140 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 175 (year 2035),  Design Load: HS 20,  Features Intersected: CRIPPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $733,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $806,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 1724,  Location: 1MI EAST OF 331 (Lat: 31.396728,  Lng: -86.242900),  Route carried "on" structure: County highway 70,  Year Built: 2001,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 870 (year 2001),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,000 (year 2030),  Design Load: HS 20,  Features Intersected: LIGHTWOOD KNOT CREEK
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: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 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: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,277,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,405,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 17241,  Location: 2.2 MI. WEST OF US 331 (Lat: 31.383822,  Lng: -86.296767),  Route carried "on" structure: County highway 70,  Year Built: 1961,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 280 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2035),  Design Load: HS 20,  Features Intersected: GOOD SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $584,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $642,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 17506,  Location: OPP INDUSTRAL PARK ROAD (Lat: 31.240786,  Lng: -86.240114),  Route carried "on" structure: County highway 95,  Year Built: 1931,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 290 (year 1994),  Truck Traffic: 12%,  Average Future Daily Traffic: 320 (year 2035),  Design Load: HS 20,  Features Intersected: WEST FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $386,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 17937,  Location: 84 BI-PASS WEST OF OPP (Lat: 31.254758,  Lng: -86.288253),  Route carried "on" structure: US 84,  Year Built: 2004,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 2,280 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,059 (year 2033),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1040.164,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,143,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $2,357,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1796,  Location: 4.2 MI.W.US 331 (Lat: 31.270436,  Lng: -86.313989),  Route carried "on" structure: US 84,  Year Built: 2005,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 3,405 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,568 (year 2033),  Design Load: HS 20,  Features Intersected: LIGHTWOOD KNOT CK.M\C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.465,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.31m (53.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $4,696,000,  Roadway Improvement Cost: $470,000,  Total Project Cost: $5,166,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17972,  Location: 4.0 MI.W. US 331 (Lat: 31.269778,  Lng: -86.311486),  Route carried "on" structure: US 84,  Year Built: 2005,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 3,405 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,568 (year 2033),  Design Load: HS 20,  Features Intersected: LIGHTWOOD KNOT RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.674,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,090,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $2,299,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1849,  Location: 1 1/4 MILE W HWY 84 (Lat: 31.358000,  Lng: -86.214000),  Route carried "on" structure: County highway 72,  Year Built: 2002,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 124 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 207 (year 2028),  Design Load: HS 20,  Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $733,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $806,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 18982,  Location: 1 MI SOUTH OF FRIENDSHIP (Lat: 31.380742,  Lng: -86.238806),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 50 (year 2002),  Average Future Daily Traffic: 115 (year 2033),  Design Load: HS 20,  Features Intersected: NO NAME CREEK,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $386,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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