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Bridge Statistics for Piedmont, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Piedmont, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 36 meters (118ft) Total costs: $9,237,000 Total average daily traffic: 38,850 Total average daily truck traffic: 3,268 Total future (year 2027) average daily traffic: 41,867 National Bridge Inventory (NBI) Registered Bridges for Piedmont
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1913, Location: PIEDMONT (Lat: 33.916667, Lng: -85.583333), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 3,200 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 4,755 (year 2028), Features Intersected: NANCES CREEK, Facility Carried by Structure: VIGO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $720,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3408, Location: 0.7 MI N JCT US 78 (Lat: 33.933333, Lng: -85.600000), Route carried "on" structure: State highway 9, Year Built: 1949, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 5,090 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 5,140 (year 2027), Design Load: H 15, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 389.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $661,000, Roadway Improvement Cost: $66,000, Total Project Cost: $991,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3951, Location: 1.7 MI S JCT SR 200 (Lat: 33.900000, Lng: -85.650000), Route carried "on" structure: State highway 21, Year Built: 1925, Year Reconstructed: 1951, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,540 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 5,623 (year 2027), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 445.297, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $371,000 ( Estimate for 2008) Find on map >>
Structure Number: 3952, Location: 0.1 MI S JCT SR 200 (Lat: 33.900000, Lng: -85.616667), Route carried "on" structure: State highway 21, Year Built: 1925, Year Reconstructed: 1951, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,990 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 6,019 (year 2027), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 448.035, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $284,000 ( Estimate for 2008) Find on map >>
Structure Number: 51, Location: PIEDMONT (Lat: 33.650000, Lng: -85.916667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 700 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 900 (year 2028), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: OLD GADSDEN HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: 1.88m (6.17ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $18,000, Total Project Cost: $269,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6665, Location: 0.2 MI E JCT SR 200 (Lat: 33.916667, Lng: -85.616667), Route carried "on" structure: US 278, Year Built: 1959, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 9,170 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,390 (year 2027), Design Load: H 20, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 250.947, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.33m (7.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $953,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,429,000 ( Estimate for 2008) Find on map >>
Structure Number: 6724, Location: CITY OF PIEDMONT (Lat: 33.916667, Lng: -85.616667), Route carried "on" structure: State highway 200, Year Built: 1959, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 3,630 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,655 (year 2027), Design Load: HS 20, Features Intersected: PED./BICYCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.6m (38.1ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.03m (36.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,349,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,024,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6725, Location: CITY OF PIEDMONT (Lat: 33.916667, Lng: -85.616667), Route carried "on" structure: State highway 200, Year Built: 1959, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 3,630 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,655 (year 2027), Design Load: HS 20, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, 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: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $64,000, Total Project Cost: $961,000 ( Estimate for 2008) Find on map >>
Structure Number: 1026, Location: PIEDMONT (Lat: 33.916667, Lng: -85.633333), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 500 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 650 (year 2028), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: W ALABAMA ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $15,000, Total Project Cost: $219,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11407, Location: PIEDMONT (Lat: 33.933333, Lng: -85.583333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 800 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 1,188 (year 2028), Design Load: H 15, Features Intersected: NANCES CREEK, Facility Carried by Structure: N CK INDUST PK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $989,000, Roadway Improvement Cost: $99,000, Total Project Cost: $1,484,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14691, Location: PIEDMONT (Lat: 33.933333, Lng: -85.600000), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 1989, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 300 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 446 (year 2028), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: OLD CENTRE HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14692, Location: PIEDMONT (Lat: 33.933333, Lng: -85.616667), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 1989, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 300 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 446 (year 2028), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: OLD CENTRE HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Alabama forum Back to: Piedmont, AL, Alabama, All US cities.
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