Bridge Statistics for Helena, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 151ft / 46.5mTotal length
- $16,386,000Total costs
- 74,870Total average daily traffic
- 7,492Total average daily truck traffic
- 99,133Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Helena
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 11950-1959
- 11960-1969
- 21980-1989
- 41990-1999
- 52000-2009
- Bridge Condition - Deck
- 50.0%Good
- 16.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 50.0%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 8.3%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Culverts
- 11.1%Very good
- 33.3%Good
- 55.6%Satisfactory
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Structure Number: 1261, Location: 5 MILE SW OF LOVELACE (Lat: 33.260258, Lng: -86.990828), Route carried "on" structure: County highway 53, Year Built: 1993, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 1,560 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,125 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: BLUFF RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, 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: 88.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 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: 1.78m (5.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $51,000, Total Project Cost: $564,000 ( Estimate for 2022)
Structure Number: 1261, Location: 5 MILE SW OF LOVELACE (Lat: 33.260258, Lng: -86.990828), Route carried "on" structure: County highway 53, Year Built: 1993, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 1,560 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,125 (year 2041), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: BLUFF RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 3 degrees, Material/Design: Concrete continuous, 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: 88.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 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: 1.78m (5.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $51,000, Total Project Cost: $564,000 ( Estimate for 2022)
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Structure Number: 238, Location: 3 MI. W. HELENA (Lat: 33.284867, Lng: -86.882678), Route carried "on" structure: County highway 52, Year Built: 1940, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 12,090 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 16,930 (year 2041), Design Load: H 15, Features Intersected: CAHABA RIVER
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.96m (32.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: December 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $1,913,000, Roadway Improvement Cost: $191,000, Total Project Cost: $2,104,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 238, Location: 3 MI. W. HELENA (Lat: 33.284867, Lng: -86.882678), Route carried "on" structure: County highway 52, Year Built: 1940, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 12,090 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 16,930 (year 2041), Design Load: H 15, Features Intersected: CAHABA RIVER
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.96m (32.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: December 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $1,913,000, Roadway Improvement Cost: $191,000, Total Project Cost: $2,104,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5355, Location: HELENA (Lat: 33.296650, Lng: -86.843383), Route carried "on" structure: State highway 261, Year Built: 1955, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 11,570 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,118 (year 2040), Design Load: H 15, Features Intersected: BUCK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.32m (30.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,853,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,038,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5355, Location: HELENA (Lat: 33.296650, Lng: -86.843383), Route carried "on" structure: State highway 261, Year Built: 1955, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 11,570 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,118 (year 2040), Design Load: H 15, Features Intersected: BUCK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.32m (30.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,853,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,038,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8796, Location: 2 MILES S OF LOVELACE (Lat: 33.295033, Lng: -86.982800), Route carried "on" structure: County highway 53, Year Built: 1965, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 3,157 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,590 (year 2041), Design Load: H 20, Features Intersected: SHADES CREEK, Facility Carried by Structure: POCAHONTAS ROAD
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: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.05m (29.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,862,000, Roadway Improvement Cost: $186,000, Total Project Cost: $2,048,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8796, Location: 2 MILES S OF LOVELACE (Lat: 33.295033, Lng: -86.982800), Route carried "on" structure: County highway 53, Year Built: 1965, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 3,157 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,590 (year 2041), Design Load: H 20, Features Intersected: SHADES CREEK, Facility Carried by Structure: POCAHONTAS ROAD
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: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.05m (29.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,862,000, Roadway Improvement Cost: $186,000, Total Project Cost: $2,048,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12628, Location: 3 MILES S OF GREENWOOD (Lat: 33.307533, Lng: -86.963817), Route carried "on" structure: County highway 464, Year Built: 1981, Status: Posted for load, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2041), Design Load: HS 20, Features Intersected: SHADES CREEK, Facility Carried by Structure: LINDSEY LOOP ROAD
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $1,050,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,155,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12628, Location: 3 MILES S OF GREENWOOD (Lat: 33.307533, Lng: -86.963817), Route carried "on" structure: County highway 464, Year Built: 1981, Status: Posted for load, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2041), Design Load: HS 20, Features Intersected: SHADES CREEK, Facility Carried by Structure: LINDSEY LOOP ROAD
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $1,050,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,155,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13603, Location: 3.9 MI W JCT CO 52 (Lat: 33.257792, Lng: -86.936933), Route carried "on" structure: County highway 13, Year Built: 1985, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,125 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,739 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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 desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $31,000, Total Project Cost: $340,000 ( Estimate for 2022)
Structure Number: 13603, Location: 3.9 MI W JCT CO 52 (Lat: 33.257792, Lng: -86.936933), Route carried "on" structure: County highway 13, Year Built: 1985, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,125 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,739 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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 desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $31,000, Total Project Cost: $340,000 ( Estimate for 2022)
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Structure Number: 14319, Location: .1 MI.NO.VULCAN MAT'L (Lat: 33.306433, Lng: -86.830483), Route carried "on" structure: State highway 261, Year Built: 1925, Year Reconstructed: 1988, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,100 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,544 (year 2041), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.854, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14319, Location: .1 MI.NO.VULCAN MAT'L (Lat: 33.306433, Lng: -86.830483), Route carried "on" structure: State highway 261, Year Built: 1925, Year Reconstructed: 1988, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,100 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,544 (year 2041), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.854, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15221, Location: 2.3MI S.JCT. COS 52* 17 (Lat: 33.256314, Lng: -86.879056), Route carried "on" structure: County highway 91, Year Built: 1990, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $472,000 ( Estimate for 2022)
Structure Number: 15221, Location: 2.3MI S.JCT. COS 52* 17 (Lat: 33.256314, Lng: -86.879056), Route carried "on" structure: County highway 91, Year Built: 1990, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $472,000 ( Estimate for 2022)
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Structure Number: 16666, Location: 3.5 MI N US 31 (Lat: 33.306533, Lng: -86.833056), Route carried "on" structure: State highway 261, Year Built: 1996, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 11,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,544 (year 2040), Design Load: HS 20, Features Intersected: VULCAN MATL HAUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.693, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,957,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16666, Location: 3.5 MI N US 31 (Lat: 33.306533, Lng: -86.833056), Route carried "on" structure: State highway 261, Year Built: 1996, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 11,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,544 (year 2040), Design Load: HS 20, Features Intersected: VULCAN MATL HAUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.693, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,957,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17179, Location: INTERSECTION CR 95/52 (Lat: 33.290575, Lng: -86.835439), Route carried "on" structure: County highway 52, Year Built: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 12,538 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 17,553 (year 2042), Design Load: HS 20, Features Intersected: LEE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022)
Structure Number: 17179, Location: INTERSECTION CR 95/52 (Lat: 33.290575, Lng: -86.835439), Route carried "on" structure: County highway 52, Year Built: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 12,538 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 17,553 (year 2042), Design Load: HS 20, Features Intersected: LEE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022)
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Structure Number: 19245, Location: RIVERWOODS SUBDIVISION (Lat: 33.296667, Lng: -86.865278), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: RIVERWOODS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.6m (123.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,319,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,451,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19245, Location: RIVERWOODS SUBDIVISION (Lat: 33.296667, Lng: -86.865278), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: RIVERWOODS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.6m (123.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,319,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,451,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19787, Location: 0.2 MI FROM MULLINS ST (Lat: 33.292972, Lng: -86.835722), Route carried "on" structure: Business City street , Year Built: 2004, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 450 (year 2020), Average Future Daily Traffic: 630 (year 2040), Design Load: HS 20, Features Intersected: PRAIRIE BROOK, Facility Carried by Structure: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000 ( Estimate for 2022)
Structure Number: 19787, Location: 0.2 MI FROM MULLINS ST (Lat: 33.292972, Lng: -86.835722), Route carried "on" structure: Business City street , Year Built: 2004, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 450 (year 2020), Average Future Daily Traffic: 630 (year 2040), Design Load: HS 20, Features Intersected: PRAIRIE BROOK, Facility Carried by Structure: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000 ( Estimate for 2022)
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Structure Number: 20189, Location: OLD CAHABA SUBDIVISION (Lat: 33.282989, Lng: -86.876431), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 910 (year 2040), Design Load: HS 20, Features Intersected: LAKE SPILLWAY, Facility Carried by Structure: OLD CAHABA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,604,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,764,000 ( Estimate for 2022)
Structure Number: 20189, Location: OLD CAHABA SUBDIVISION (Lat: 33.282989, Lng: -86.876431), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 910 (year 2040), Design Load: HS 20, Features Intersected: LAKE SPILLWAY, Facility Carried by Structure: OLD CAHABA PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,604,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,764,000 ( Estimate for 2022)
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Structure Number: 20278, Location: 0.7 MI WEST AL 261 (Lat: 33.289428, Lng: -86.860475), Route carried "on" structure: County highway 52, Year Built: 2009, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 8,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,900 (year 2041), Design Load: HS 20, Features Intersected: WALKING TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $75,000, Total Project Cost: $823,000 ( Estimate for 2022)
Structure Number: 20278, Location: 0.7 MI WEST AL 261 (Lat: 33.289428, Lng: -86.860475), Route carried "on" structure: County highway 52, Year Built: 2009, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 8,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,900 (year 2041), Design Load: HS 20, Features Intersected: WALKING TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $75,000, Total Project Cost: $823,000 ( Estimate for 2022)
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Structure Number: 21613, Location: _INT of Quail ridge road (Lat: 33.275300, Lng: -86.928408), Route carried "on" structure: City street 751, Year Built: 2000, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2041), Design Load: HS 20, Features Intersected: Unnamed creek, Facility Carried by Structure: Quail creek road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022)
Structure Number: 21613, Location: _INT of Quail ridge road (Lat: 33.275300, Lng: -86.928408), Route carried "on" structure: City street 751, Year Built: 2000, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2041), Design Load: HS 20, Features Intersected: Unnamed creek, Facility Carried by Structure: Quail creek road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022)