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 - historical statistics
- 21900-1909
- 21920-1929
- 51930-1939
- 51940-1949
- 41950-1959
- 91960-1969
- 21980-1989
- 21990-1999
- 112000-2009
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 51970-1979
- 31980-1989
- 51990-1999
- Bridge Condition - Deck
- 4.0%Excellent
- 32.0%Very good
- 16.0%Good
- 28.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 30.8%Very good
- 23.1%Good
- 30.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Substructure
- 23.1%Very good
- 7.7%Good
- 34.6%Satisfactory
- 34.6%Fair
- Bridge Condition - Channel
- 23.8%Very good
- 33.3%Good
- 31.0%Satisfactory
- 11.9%Fair
- 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
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)
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
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)
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
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
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
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
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
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)
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
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
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
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)
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)
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
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
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
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)
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
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
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
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
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
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
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)
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
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
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)
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)
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)
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)
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
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
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
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
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
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
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
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
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
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