Bridge Statistics for Vance, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 118ft / 36.2mTotal length
- $12,893,000Total costs
- 122,414Total average daily traffic
- 28,178Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Vance
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 21930-1939
- 21940-1949
- 31950-1959
- 11960-1969
- 21990-1999
- 22000-2009
- 22020-2022
- Bridge Condition - Deck
- 10.0%Excellent
- 30.0%Very good
- 40.0%Good
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 10.0%Excellent
- 30.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Serious
- Bridge Condition - Substructure
- 10.0%Excellent
- 30.0%Very good
- 20.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Channel
- 23.1%Very good
- 23.1%Good
- 46.2%Satisfactory
- 7.7%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 114, Location: 4.2 MI W INT AL 10 * 196 (Lat: 32.180486, Lng: -88.414406), Route carried "on" structure: County highway 196, Year Built: 1917, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 300 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 361 (year 2034), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: CR 30 - CYRIL RD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: October 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $17,000, Total Project Cost: $190,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 114, Location: 4.2 MI W INT AL 10 * 196 (Lat: 32.180486, Lng: -88.414406), Route carried "on" structure: County highway 196, Year Built: 1917, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 300 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 361 (year 2034), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: CR 30 - CYRIL RD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: October 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $17,000, Total Project Cost: $190,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 252, Location: CR33 2.5 M NE PROVIDENCCH (Lat: 33.050731, Lng: -86.765589), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,480 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,200 (year 2037), Design Load: H 15, Features Intersected: BRIDGE WATSON CREEK, Facility Carried by Structure: CR33 OLD HWY 31
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 18.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.26m (7.41ft), 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: $372,000, Roadway Improvement Cost: $37,000, Total Project Cost: $409,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 252, Location: CR33 2.5 M NE PROVIDENCCH (Lat: 33.050731, Lng: -86.765589), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,480 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,200 (year 2037), Design Load: H 15, Features Intersected: BRIDGE WATSON CREEK, Facility Carried by Structure: CR33 OLD HWY 31
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 18.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.26m (7.41ft), 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: $372,000, Roadway Improvement Cost: $37,000, Total Project Cost: $409,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 113, Location: 2.2 MI N JCT CR 91 (Lat: 34.959614, Lng: -85.796333), Route carried "on" structure: County highway 75, Year Built: 1934, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 230 (year 1989), Truck Traffic: 3%, Average Future Daily Traffic: 605 (year 2039), Design Load: H 10, Features Intersected: Tribut. to Widows Creek, Facility Carried by Structure: CR 98
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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $229,000 ( Estimate for 2022)
Structure Number: 113, Location: 2.2 MI N JCT CR 91 (Lat: 34.959614, Lng: -85.796333), Route carried "on" structure: County highway 75, Year Built: 1934, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 230 (year 1989), Truck Traffic: 3%, Average Future Daily Traffic: 605 (year 2039), Design Load: H 10, Features Intersected: Tribut. to Widows Creek, Facility Carried by Structure: CR 98
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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $229,000 ( Estimate for 2022)
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Structure Number: 122, Location: COOSA*TALLAPOOSA CO. LINE (Lat: 32.905056, Lng: -86.010250), Route carried "on" structure: State highway 22, Year Built: 1935, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,901 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 5,461 (year 2038), Design Load: H 15, Features Intersected: ELKAHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.737, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: April 2020, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 122, Location: COOSA*TALLAPOOSA CO. LINE (Lat: 32.905056, Lng: -86.010250), Route carried "on" structure: State highway 22, Year Built: 1935, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,901 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 5,461 (year 2038), Design Load: H 15, Features Intersected: ELKAHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.737, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: April 2020, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2813, Location: 0.1 MI N TUSC CO LINE (Lat: 33.190183, Lng: -87.197367), Route carried "on" structure: US 11, Year Built: 1945, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,650 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 6,092 (year 2040), Design Load: H 15, Features Intersected: Banks Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.848, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: 79.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $55,000, Total Project Cost: $607,000 ( Estimate for 2022)
Structure Number: 2813, Location: 0.1 MI N TUSC CO LINE (Lat: 33.190183, Lng: -87.197367), Route carried "on" structure: US 11, Year Built: 1945, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,650 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 6,092 (year 2040), Design Load: H 15, Features Intersected: Banks Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.848, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: 79.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $55,000, Total Project Cost: $607,000 ( Estimate for 2022)
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Structure Number: 2819, Location: 0.6 MI S BIBB CO LINE (Lat: 33.183297, Lng: -87.207567), Route carried "on" structure: US 11, Year Built: 1945, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 7,272 (year 2040), Design Load: H 15, Features Intersected: Dowdle Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.604, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $42,000, Total Project Cost: $463,000 ( Estimate for 2022)
Structure Number: 2819, Location: 0.6 MI S BIBB CO LINE (Lat: 33.183297, Lng: -87.207567), Route carried "on" structure: US 11, Year Built: 1945, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 7,272 (year 2040), Design Load: H 15, Features Intersected: Dowdle Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.604, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $42,000, Total Project Cost: $463,000 ( Estimate for 2022)
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Structure Number: 4806, Location: NEAR W BLOCTON WW CO.9 (Lat: 33.087039, Lng: -87.242144), Route carried "on" structure: County highway 9, Year Built: 1954, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 330 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 500 (year 2034), Design Load: HS 15, Features Intersected: SHULTZ 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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: January 2021, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $29,000, Total Project Cost: $315,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4806, Location: NEAR W BLOCTON WW CO.9 (Lat: 33.087039, Lng: -87.242144), Route carried "on" structure: County highway 9, Year Built: 1954, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 330 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 500 (year 2034), Design Load: HS 15, Features Intersected: SHULTZ 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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: January 2021, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $29,000, Total Project Cost: $315,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4807, Location: .1MI S BELCHER CO.9 (Lat: 33.107447, Lng: -87.209572), Route carried "on" structure: County highway 9, Year Built: 1954, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 260 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 390 (year 2030), Design Load: HS 15, Features Intersected: OLDHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: 2.15m (7.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $37,000, Total Project Cost: $410,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4807, Location: .1MI S BELCHER CO.9 (Lat: 33.107447, Lng: -87.209572), Route carried "on" structure: County highway 9, Year Built: 1954, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 260 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 390 (year 2030), Design Load: HS 15, Features Intersected: OLDHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: 2.15m (7.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $37,000, Total Project Cost: $410,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5174, Location: 3 MI SE TUSC CO LI CO.9 (Lat: 33.114467, Lng: -87.198394), Route carried "on" structure: County highway 15, Year Built: 1955, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 665 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 1,000 (year 2030), Design Load: H 15, Features Intersected: HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $878,000, Roadway Improvement Cost: $88,000, Total Project Cost: $966,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5174, Location: 3 MI SE TUSC CO LI CO.9 (Lat: 33.114467, Lng: -87.198394), Route carried "on" structure: County highway 15, Year Built: 1955, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 665 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 1,000 (year 2030), Design Load: H 15, Features Intersected: HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $878,000, Roadway Improvement Cost: $88,000, Total Project Cost: $966,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16248, Location: NEAR W BLOCKTON WW CO 13 (Lat: 33.085744, Lng: -87.241692), Route carried "on" structure: County highway 13, Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 44 (year 1989), Average Future Daily Traffic: 60 (year 2034), Design Load: HS 20, Features Intersected: SCHULTZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $41,000, Total Project Cost: $455,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16248, Location: NEAR W BLOCKTON WW CO 13 (Lat: 33.085744, Lng: -87.241692), Route carried "on" structure: County highway 13, Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 44 (year 1989), Average Future Daily Traffic: 60 (year 2034), Design Load: HS 20, Features Intersected: SCHULTZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $41,000, Total Project Cost: $455,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17615, Location: .5 MI SOUTH HWY 11, VANCE (Lat: 33.168622, Lng: -87.279728), Route carried "on" structure: County highway 373, Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 1999), Average Future Daily Traffic: 40 (year 2035), Design Load: HS 20, Features Intersected: LITTLE HURRICANE CREEK, Facility Carried by Structure: PHILLIPS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 17615, Location: .5 MI SOUTH HWY 11, VANCE (Lat: 33.168622, Lng: -87.279728), Route carried "on" structure: County highway 373, Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 1999), Average Future Daily Traffic: 40 (year 2035), Design Load: HS 20, Features Intersected: LITTLE HURRICANE CREEK, Facility Carried by Structure: PHILLIPS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 18452, Location: 1.3 MILE SW OF JCT US #11 (Lat: 33.161039, Lng: -87.254983), Route carried "on" structure: County highway 382, Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 200,550 (year 2040), Design Load: HS 20, Features Intersected: SHANTY BRANCH, Facility Carried by Structure: TINGLE TANGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, 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: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 18452, Location: 1.3 MILE SW OF JCT US #11 (Lat: 33.161039, Lng: -87.254983), Route carried "on" structure: County highway 382, Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 200,550 (year 2040), Design Load: HS 20, Features Intersected: SHANTY BRANCH, Facility Carried by Structure: TINGLE TANGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, 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: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 18874, Location: 0.5 MI S OF JCT/W AL 11 (Lat: 33.193833, Lng: -87.179506), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 470 (year 2000), Average Future Daily Traffic: 500 (year 2030), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RAILROA, Facility Carried by Structure: BIBBVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $976,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,074,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18874, Location: 0.5 MI S OF JCT/W AL 11 (Lat: 33.193833, Lng: -87.179506), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 470 (year 2000), Average Future Daily Traffic: 500 (year 2030), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RAILROA, Facility Carried by Structure: BIBBVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $976,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,074,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21301, Location: US HWY 11 (Lat: 33.173028, Lng: -87.247844), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 56,419 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 2,037 (year 2042), Design Load: HS 20, Features Intersected: NORFOLK SO RR Active, Facility Carried by Structure: M-CLASS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.1m (49.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.67m (48.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,431,000, Roadway Improvement Cost: $543,000, Total Project Cost: $5,974,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21301, Location: US HWY 11 (Lat: 33.173028, Lng: -87.247844), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 56,419 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 2,037 (year 2042), Design Load: HS 20, Features Intersected: NORFOLK SO RR Active, Facility Carried by Structure: M-CLASS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.1m (49.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.67m (48.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,431,000, Roadway Improvement Cost: $543,000, Total Project Cost: $5,974,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21608, Location: 150 FT SOUTH OF US HWY 1 (Lat: 33.171300, Lng: -87.285200), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: Hurricane Creek, Facility Carried by Structure: Smitherman Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: December 2020, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21608, Location: 150 FT SOUTH OF US HWY 1 (Lat: 33.171300, Lng: -87.285200), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: Hurricane Creek, Facility Carried by Structure: Smitherman Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: December 2020, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 816, Location: 5 MI S CAFFEE JCT (Lat: 33.212133, Lng: -87.206550), Route carried "under" structure: Interstate 20, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 47,570 (year 2015), Truck Traffic: 32%, Features Intersected: I-59, I-20, Facility Carried by Structure: CO RD 24
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 148.340, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 816, Location: 5 MI S CAFFEE JCT (Lat: 33.212133, Lng: -87.206550), Route carried "under" structure: Interstate 20, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 47,570 (year 2015), Truck Traffic: 32%, Features Intersected: I-59, I-20, Facility Carried by Structure: CO RD 24
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 148.340, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)