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Bridge Statistics for Auburn, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Auburn, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 28 Total length: 112 meters (367ft) Total costs: $28,195,000 Total average daily traffic: 266,254 Total average daily truck traffic: 42,949 National Bridge Inventory (NBI) Registered Bridges for Auburn
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 246, Location: 0.2 MI N AUBURN (Lat: 32.633333, Lng: -85.466667), Route carried "on" structure: State highway 147, Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,510 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,737 (year 2026), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.674, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), 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: October 2006, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $30,000, Total Project Cost: $454,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 29, Location: 0.7 MI NW I-85 (Lat: 32.583333, Lng: -85.466667), Route carried "on" structure: City street 1146, Year Built: 1946, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,495 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 2,800 (year 2023), Features Intersected: MOORES MILL CREEK, Facility Carried by Structure: LEE CO 146 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $63,000 Find on map >>
Structure Number: 2949, Location: 0.5 MI E JCT LEE RD 51 (Lat: 32.566667, Lng: -85.533333), Route carried "on" structure: County highway 1137, Year Built: 1946, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,908 (year 1998), Truck Traffic: 16%, Average Future Daily Traffic: 2,305 (year 2023), Features Intersected: CHOCLAFAULA CREEK, Facility Carried by Structure: LEE RD 137 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2006, Other Special Inspection Date: July 2007, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $228,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4731, Location: 4.1 MI N JCT US 29 (Lat: 32.583333, Lng: -85.450000), Route carried "on" structure: Interstate 85, Year Built: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 34,150 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 35,959 (year 2027), Design Load: H 20, Features Intersected: MOORES MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.449, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 13 degrees, 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: Fair, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,223,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,834,000 ( Estimate for 2008) Find on map >>
Structure Number: 6101, Location: 2.6 MI N JCT US 29 (Lat: 32.566667, Lng: -85.466667), Route carried "on" structure: County highway 33, Year Built: 1958, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 670 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 995 (year 2025), Design Load: HS 20, Features Intersected: I-85, Facility Carried by Structure: WRIGHTS MILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.57m (37.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,236,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,854,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6102, Location: 3.5 MI N JCT US 29 (Lat: 32.583333, Lng: -85.450000), Route carried "on" structure: County highway 12, Year Built: 1958, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 1,470 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,485 (year 2025), Design Load: HS 20, Features Intersected: I-85, Facility Carried by Structure: MOORES MILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.969, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.54m (28.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,368,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 8664, Location: AUBURN (Lat: 32.583333, Lng: -85.466667), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,196 (year 1995), Truck Traffic: 21%, Average Future Daily Traffic: 3,263 (year 2023), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: GAY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft) 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $35,000, Total Project Cost: $521,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10109, Location: 0.6 MI E JCT US 29 (Lat: 32.583333, Lng: -85.500000), Route carried "on" structure: Bypass State highway 267, Year Built: 1969, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20,780 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 22,109 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Fair, 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: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $654,000 ( Estimate for 2008) Find on map >>
Structure Number: 1011, Location: JCT SR 14 & SR 267 (Lat: 32.600000, Lng: -85.500000), Route carried "on" structure: Bypass State highway 267, Year Built: 1969, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 13,760 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 14,792 (year 2027), Design Load: HS 20, Features Intersected: SR 14 & RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.473, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.2m (69.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $2,459,000, Roadway Improvement Cost: $246,000, Total Project Cost: $3,689,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10111, Location: 1.1 MI E JCT SR 14 (Lat: 32.616667, Lng: -85.500000), Route carried "on" structure: Bypass State highway 267, Year Built: 1969, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15,300 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 16,386 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.209, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, 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: 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $557,000, Roadway Improvement Cost: $56,000, Total Project Cost: $836,000 ( Estimate for 2008) Find on map >>
Structure Number: 10112, Location: 2.4 MI N JCT SR 14 (Lat: 33.633333, Lng: -85.483333), Route carried "on" structure: Bypass State highway 267, Year Built: 1969, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 13,580 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 14,788 (year 2026), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.443, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $556,000, Roadway Improvement Cost: $56,000, Total Project Cost: $834,000 ( Estimate for 2008) Find on map >>
Structure Number: 10276, Location: 0.7 MI E JCT CR 159 (Lat: 32.550000, Lng: -85.450000), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,883 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 937 (year 2023), Features Intersected: MOORES MILL CREEK, Facility Carried by Structure: OGLETREE RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $8,000, Total Project Cost: $126,000 Find on map >>
Structure Number: 11175, Location: DEER RUN ROAD (Lat: 32.600000, Lng: -85.516667), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 232 (year 1997), Truck Traffic: 2%, Average Future Daily Traffic: 345 (year 2023), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 116, Location: 0.2 MI SE I-85 (Lat: 32.600000, Lng: -85.416667), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,932 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 1,058 (year 2023), Design Load: H 20, Features Intersected: MOORES MILL CREEK, Facility Carried by Structure: BENT CREEK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Equal to present minimum criteria, 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: 2.12m (6.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $589,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11792, Location: AUBURN (Lat: 32.600000, Lng: -85.450000), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,225 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 1,820 (year 2023), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: OLD MILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $435,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12751, Location: AUBURN (Lat: 32.616667, Lng: -85.466667), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,692 (year 2003), Truck Traffic: 71%, Average Future Daily Traffic: 10,583 (year 2021), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: SHELTON MILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $20,000, Total Project Cost: $306,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12769, Location: AUBURN (Lat: 32.566667, Lng: -85.450000), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 830 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 1,162 (year 2023), Design Load: H 20, Features Intersected: CREEK AND WINDWAY RD., Facility Carried by Structure: WINDWAY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $26,000, Total Project Cost: $396,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13231, Location: WIRE RD. & W.SANFORD AVE. (Lat: 32.583333, Lng: -85.483333), Route carried "on" structure: State lands road , Year Built: 1984, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 3,550 (year 2022), Design Load: HS 20, Features Intersected: PARKERSON MILL BRANCH, Facility Carried by Structure: WIRE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 3, Owner: State Agenciy, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 14001, Location: 1 MI NORTH OF AUBURN (Lat: 32.633333, Lng: -85.466667), Route carried "on" structure: State highway 147, Year Built: 1986, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 7,170 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 7,456 (year 2027), Design Load: HS 20+Mod, Features Intersected: SOUGAHATCHEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.810, Lanes on structure: 2, Base Highway Network: Yes, 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: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,153,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,729,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15888, Location: 1.7 MI E OF I-85 (Lat: 32.583333, Lng: -85.433333), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 945 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 1,323 (year 2023), Design Load: H 20, Features Intersected: MOORES MILL CREEK, Facility Carried by Structure: MOORES MILL DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.699, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $334,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17133, Location: 2.1 MI. E SR 147 (Lat: 32.650278, Lng: -85.455833), Route carried "on" structure: US 280, Year Built: 2000, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 5,355 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 5,569 (year 2027), Design Load: HS 20, Features Intersected: SAUGAHATCHEE CREEK, Facility Carried by Structure: AL38 Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 167.127, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,498,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,247,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 17954, Location: 1 MI.SOUTH U.S.280 (Lat: 32.633333, Lng: -85.450000), Route carried "on" structure: Ramp City street ?????, Year Built: 1999, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,500 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 4,144 (year 2025), Features Intersected: BRANCH, Facility Carried by Structure: LEE RD.97 Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.014, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $369,000, Roadway Improvement Cost: $37,000, Total Project Cost: $554,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 18221, Location: 1.0 MI.EAST OF I-85 (Lat: 32.583333, Lng: -85.450000), Route carried "on" structure: City street 2, Year Built: 2000, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5,771 (year 1997), Average Future Daily Traffic: 7,213 (year 2023), Design Load: HS 20, Features Intersected: MOORE'S MILL CREEK, Facility Carried by Structure: MOORE'S MILL RD. Minimum Vertical Clearance: 0.00m, Kilometerpoint: 1.609, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $648,000, Roadway Improvement Cost: $65,000, Total Project Cost: $972,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 19157, Location: JCT I85 & US 29 (Lat: 32.550000, Lng: -85.500000), Route carried "on" structure: US 29, Year Built: 2005, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 11,160 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 11,695 (year 2027), Design Load: HS 20, Features Intersected: I-85 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.119, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.7m (100.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 13.63m (44.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $5,448,000, Roadway Improvement Cost: $545,000, Total Project Cost: $8,172,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6101, Location: 2.6 MI N JCT US 29 (Lat: 32.566667, Lng: -85.466667), Route carried "under" structure: Interstate 85, Year Built: 1958, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 34,150 (year 2007), Truck Traffic: 25%, Features Intersected: I-85, Facility Carried by Structure: WRIGHTS MILL ROAD Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 86.879, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 6102, Location: 3.5 MI N JCT US 29 (Lat: 32.583333, Lng: -85.450000), Route carried "under" structure: Interstate 85, Year Built: 1958, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 34,150 (year 2007), Truck Traffic: 25%, Features Intersected: I-85, Facility Carried by Structure: MOORES MILL ROAD Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 8.844, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 1011, Location: JCT SR 14 & SR 267 (Lat: 32.600000, Lng: -85.500000), Route carried "under" structure: State highway 14, Year Built: 1969, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 9,830 (year 2007), Truck Traffic: 4%, Features Intersected: SR 14 & RAILROAD, Facility Carried by Structure: SR 267 Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 350.361, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 19157, Location: JCT I85 & US29 (Lat: 32.550000, Lng: -85.500000), Route carried "under" structure: Interstate 85, Year Built: 2005, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 30,610 (year 2007), Truck Traffic: 27%, Features Intersected: US29, Facility Carried by Structure: US 29 Minimum Vertical Clearance: 5.88m (19.29ft), Kilometerpoint: 82.704, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft) Discuss this city on our hugely popular Alabama forum Back to: Auburn, AL, Alabama, All US cities.
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