 |
 |
Bridge Statistics for Jasper, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Jasper, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 41 Total length: 215 meters (705ft) Total costs: $56,413,000 Total average daily traffic: 314,695 Total average daily truck traffic: 32,020 National Bridge Inventory (NBI) Registered Bridges for Jasper
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 691, Location: 1.1MI.NJCTAL118 (Lat: 33.850000, Lng: -87.283333), Route carried "on" structure: State highway 195, Year Built: 1929, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 14,120 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 13,083 (year 2027), Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.975, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 732, Location: WILLIAMS ST & 14TH ST (Lat: 33.266667, Lng: -87.783333), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 460 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2026), Design Load: H 15, Features Intersected: TANYARD CREEK, Facility Carried by Structure: WILLIAMS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.42m (4.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $191,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 757, Location: 17TH ST & 1ST AVE (Lat: 33.766667, Lng: -87.266667), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,000 (year 2026), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: 17 TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, 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: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, 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: Monolithic Concrete Find on map >>
Structure Number: 1408, Location: 3RD AVE & 25TH ST (Lat: 33.733333, Lng: -87.216667), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,100 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2028), Design Load: H 15, Features Intersected: TANYARD CREEK, Facility Carried by Structure: 3RD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 9.0 metric tons, Inventory Rating: 6.3 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2006, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $351,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 319, Location: 8 TH AVE & 19 TH ST (Lat: 33.783333, Lng: -87.283333), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2026), Design Load: H 15, Features Intersected: TANYARD CREEK, Facility Carried by Structure: 8 TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3654, Location: 26TH ST & 3RD AVE (Lat: 33.733333, Lng: -87.233333), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2026), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: 26TH ST 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.37m (11.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $779,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5458, Location: US 78 & TOWN CREEK (Lat: 33.866667, Lng: -87.300000), Route carried "on" structure: State highway 5, Year Built: 1956, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,360 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 7,382 (year 2027), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: US 78 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.375, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 0.8m (2.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $58,000, Total Project Cost: $874,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5473, Location: WRIGHT ST & 3RD AVE (Lat: 33.750000, Lng: -87.283333), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,860 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2026), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: WRIGHT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Total Project Cost: $266,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7638, Location: US 78 & AL 5 (Lat: 33.837500, Lng: -87.299167), Route carried "on" structure: State highway 5, Year Built: 1962, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 12,960 (year 2007), Average Future Daily Traffic: 13,678 (year 2027), Design Load: HS 20, Features Intersected: US 78 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.585, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.36m (17.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,216,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9816, Location: 0.5 MI SO JCT AL 69 (Lat: 33.836389, Lng: -87.290833), Route carried "on" structure: State highway 269, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10,600 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 10,960 (year 2027), Design Load: HS 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.453, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 32.7 metric tons, Inventory Rating: 24.5 metric tons, 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: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $687,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9997, Location: 18TH ST & 2ND AVE (Lat: 33.766667, Lng: -87.266667), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2026), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: 18TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $581,000, Roadway Improvement Cost: $58,000, Total Project Cost: $871,000 ( Estimate for 2008) Find on map >>
Structure Number: 10113, Location: AL 269 & BURLINGTON RR (Lat: 33.808333, Lng: -87.287222), Route carried "on" structure: State highway 269, Year Built: 1967, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 10,600 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 10,960 (year 2027), Design Load: HS 20, Features Intersected: BURLINGTON RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.374, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,081,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,621,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10272, Location: 18TH ST & AL 69 (Lat: 33.783333, Lng: -87.283333), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 800 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2026), Design Load: H 15, Features Intersected: TANYARD CREEK, Facility Carried by Structure: 18TH ST 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $369,000 ( Estimate for 2008) Find on map >>
Structure Number: 10306, Location: 18TH ST & SOU RR (Lat: 33.766667, Lng: -87.266667), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 7,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2026), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD, Facility Carried by Structure: 18TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.74m (18.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,555,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,333,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10741, Location: RUSSELVILLE RD & CHEROKEE (Lat: 33.750000, Lng: -87.250000), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2026), Design Load: H 15, Features Intersected: TANYARD CREEK, Facility Carried by Structure: RUSSELVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $180,000 ( Estimate for 2008) Find on map >>
Structure Number: 13348, Location: AL 69 & 19TH ST (Lat: 33.839722, Lng: -87.295556), Route carried "on" structure: State highway 69, Year Built: 1984, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 8,200 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 4,935 (year 2027), Design Load: HS 20, Features Intersected: TANYARD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 322.834, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.12m (6.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $594,000, Roadway Improvement Cost: $59,000, Total Project Cost: $891,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13563, Location: 20 TH STREET & 8TH AVE (Lat: 33.816667, Lng: -87.283333), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 16,000 (year 2026), Design Load: HS 20, Features Intersected: TANYHARD CREEK, Facility Carried by Structure: 20 TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $39,000, Total Project Cost: $578,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13618, Location: 20TH ST & TOWN CREEK (Lat: 33.816667, Lng: -87.266667), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 6,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 9,000 (year 2026), Design Load: HS 20, Features Intersected: TOWN CREEK, Facility Carried by Structure: 20TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2008) Find on map >>
Structure Number: 14254, Location: 1.7 MILES NORTH AL 269 (Lat: 33.859444, Lng: -87.306389), Route carried "on" structure: State highway 69, Year Built: 1987, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,190 (year 2007), Truck Traffic: 22%, Average Future Daily Traffic: 4,935 (year 2027), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 325.570, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: Fair, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $852,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,278,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16281, Location: 19TH STREET & AL. AVE (Lat: 33.750000, Lng: -87.283333), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 8,600 (year 2006), Average Future Daily Traffic: 12,000 (year 2026), Design Load: HS 20, Features Intersected: TOWN CREEK, Facility Carried by Structure: 19TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 40.9 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $717,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,076,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16324, Location: CORR X @ IND ACC.RD. (Lat: 33.797778, Lng: -87.243611), Route carried "on" structure: US 78, Year Built: 1997, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 5,815 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 2,583 (year 2027), Design Load: HS 20, Features Intersected: INDUSTRIAL ACCESS RD, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.200, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 7.97m (26.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,868,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,802,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16325, Location: CORR X @ IND ACC.RD (Lat: 33.792778, Lng: -87.252778), Route carried "on" structure: US 78, Year Built: 1997, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 5,815 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 2,583 (year 2027), Design Load: HS 20, Features Intersected: INDUSTRIAL ACCESS RD, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.200, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 7.97m (26.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,899,000, Roadway Improvement Cost: $190,000, Total Project Cost: $2,849,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1642, Location: AL 269 @ CORR X (Lat: 33.810278, Lng: -87.268333), Route carried "on" structure: State highway 269, Year Built: 1995, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 7,200 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 7,214 (year 2027), Design Load: HS 20, Features Intersected: CORRIDOR X Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 63.730, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.8m (101.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.33m (43.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $5,343,000, Roadway Improvement Cost: $534,000, Total Project Cost: $8,014,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16429, Location: .1 MI. W CORRIDOR X (Lat: 33.832222, Lng: -87.325833), Route carried "on" structure: State highway 69, Year Built: 1995, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 4,990 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 4,935 (year 2027), Design Load: HS 20, Features Intersected: CANE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 319.484, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.9m (94.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.89m (25.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $2,971,000, Roadway Improvement Cost: $297,000, Total Project Cost: $4,456,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16898, Location: CORRIDOR X OVER HOLLEY (Lat: 33.824444, Lng: -87.325556), Route carried "on" structure: US 78, Year Built: 1996, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 4,375 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 2,583 (year 2027), Design Load: HS 20, Features Intersected: HOLLEY GROVE RD, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.659, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.19m (33.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,739,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,609,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16899, Location: CORRIDOR X OVER HOLLEY (Lat: 33.832778, Lng: -87.318056), Route carried "on" structure: US 78, Year Built: 1996, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 4,375 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 2,583 (year 2027), Design Load: HS 20, Features Intersected: HOLLEY GROVE RD, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.659, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.19m (33.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,739,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,609,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16902, Location: 0.2MI W MOON ROAD (Lat: 33.855556, Lng: -87.358333), Route carried "on" structure: US 78, Year Built: 1996, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,750 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 18,000 (year 2027), Design Load: HS 20, Features Intersected: CANE CREEK, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.052, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $4,604,000, Roadway Improvement Cost: $460,000, Total Project Cost: $6,906,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16903, Location: 0.1MI S AL 118 (Lat: 33.859444, Lng: -87.336667), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 14.60m (47.90ft), Average Daily Traffic: 200 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 400 (year 2027), Design Load: HS 20, Features Intersected: CORRIDOR X, Facility Carried by Structure: SO FRONTAGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Very good, 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.37m (50.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $2,239,000, Roadway Improvement Cost: $224,000, Total Project Cost: $3,359,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17036, Location: CORR X OVER SR 69 (Lat: 33.817778, Lng: -87.300833), Route carried "on" structure: US 78, Year Built: 1995, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 4,680 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 2,583 (year 2027), Design Load: HS 20, Features Intersected: AL 69, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.623, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.93m (29.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,513,000, Roadway Improvement Cost: $151,000, Total Project Cost: $2,269,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 17037, Location: CORR X OVER SR 69 (Lat: 33.837778, Lng: -87.300556), Route carried "on" structure: US 78, Year Built: 1996, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 4,680 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 2,583 (year 2027), Design Load: HS 20, Features Intersected: AL 69, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.623, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 45.0 metric tons, Inventory Rating: 36.0 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.92m (29.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,522,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,283,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 17214, Location: B & N RR (Lat: 33.812222, Lng: -87.236667), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 8,390 (year 2003), Truck Traffic: 34%, Average Future Daily Traffic: 16,690 (year 2027), Design Load: HS 20, Features Intersected: B&N RR, Facility Carried by Structure: INDUSTRIAL ACCESS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.9 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.82m (22.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $2,276,000, Roadway Improvement Cost: $228,000, Total Project Cost: $3,414,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7088, Location: AL 69&I C RR (Lat: 33.861944, Lng: -87.315278), Route carried "under" structure: Other road 69, Year Built: 1960, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 10,740 (year 2007), Truck Traffic: 20%, Features Intersected: AL 69, Facility Carried by Structure: RR Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 326.407, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 7638, Location: U.S. 78 & AL 69 (Lat: 33.837500, Lng: -87.299167), Route carried "under" structure: State highway 69, Year Built: 1962, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 10,050 (year 2007), Truck Traffic: 19%, Features Intersected: AL.69, Facility Carried by Structure: AL 5 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 328.145, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 16324, Location: INDUSTRIAL ACCESS ROAD (Lat: 33.797778, Lng: -87.243611), Route carried "under" structure: Business County highway , Year Built: 1997, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 100,000 (year 1997), Truck Traffic: 1%, Features Intersected: IND ACCESS RD, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft) Find on map >>
Structure Number: 16325, Location: INDUSTRIAL ACCESS ROAD (Lat: 33.792778, Lng: -87.252778), Route carried "under" structure: Business County highway , Year Built: 1997, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 100 (year 1997), Features Intersected: INDUSTRIAL ACCESS RD, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft) Find on map >>
Structure Number: 1642, Location: CORR X @ AL 269 (Lat: 33.810278, Lng: -87.268333), Route carried "under" structure: US 78, Year Built: 1995, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 11,630 (year 2007), Truck Traffic: 20%, Features Intersected: CORRIDOR X, Facility Carried by Structure: AL 269 Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 101.179, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 16898, Location: CORR X OVER HOLLEY DR (Lat: 33.824444, Lng: -87.325556), Route carried "under" structure: County highway , Year Built: 1996, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 200 (year 2001), Truck Traffic: 1%, Features Intersected: HOLLEY DR, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 0.65m (2.13ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 16899, Location: CORR X OVER HOLLEY GROVE (Lat: 33.832778, Lng: -87.318056), Route carried "under" structure: County highway , Year Built: 1996, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 200 (year 2001), Truck Traffic: 1%, Features Intersected: HOLLEY GROVE RD, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 0.65m (2.13ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 16903, Location: .1 MI.SO.AL 118 (Lat: 33.859444, Lng: -87.336667), Route carried "under" structure: US 78, Year Built: 1996, Structure Length: 14.60m (47.90ft), Average Daily Traffic: 8,750 (year 2007), Truck Traffic: 26%, Features Intersected: CORRIDOR X, Facility Carried by Structure: SO FRONTAGE ROAD Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 92.442, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 17036, Location: CORR X & AL 69 (JASPER) (Lat: 33.817778, Lng: -87.300833), Route carried "under" structure: State highway 69, Year Built: 1995, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 6,110 (year 2007), Truck Traffic: 8%, Features Intersected: AL 69, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 319.617, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 17037, Location: CORR X & AL 69 (JASPER) (Lat: 33.837778, Lng: -87.300556), Route carried "under" structure: State highway 69, Year Built: 1996, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,495 (year 2007), Truck Traffic: 12%, Features Intersected: AL 69, Facility Carried by Structure: CORRIDOR X Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 319.616, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Discuss this city on our hugely popular Alabama forum Back to: Jasper, AL, Alabama, All US cities.
|
 |
