Bridge Statistics for Leeds, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 884,  Location: DOWNTOWN LEEDS (Lat: 33.533333,  Lng: -86.533333),  Route carried "on" structure: US 78,  Year Built: 1931,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 13,570 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,556 (year 2027),  Design Load: H 15,  Features Intersected: LITTLE CAHABA RV
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 184.609,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.88m (12.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $496,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $744,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 131,  Location: AL 119 & LIL CAHABARIVER (Lat: 33.533333,  Lng: -86.550000),  Route carried "on" structure: State highway 119,  Year Built: 1935,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 7,560 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,726 (year 2027),  Design Load: H 15,  Features Intersected: LITTLE CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.159,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

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: Better than present minimum criteria,  Length Of Structure Improvement: 2.12m (6.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $257,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $386,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1638,  Location: COGBIL ST & ASHVILLE RD (Lat: 33.550000,  Lng: -86.550000),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 75 (year 2008),  Average Future Daily Traffic: 105 (year 2028),  Design Load: H 10,  Features Intersected: LIL CAHABA RV,  Facility Carried by Structure: COGBIL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.799,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 3 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: April 2006,  Critical Feature Inspection Date: Febuary 2008,  Other Special Inspection Date: Febuary 2008,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $143,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 164,  Location: LANE DR & ASHVILLE RD (Lat: 33.550000,  Lng: -86.550000),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,060 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2026),  Design Load: H 15,  Features Intersected: LIL CAHABA RV,  Facility Carried by Structure: LANE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 22.7 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $477,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5383,  Location: AL 25 & US 78 (Lat: 33.533333,  Lng: -86.533333),  Route carried "on" structure: US 411,  Year Built: 1924,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,410 (year 2007),  Average Future Daily Traffic: 1,927 (year 2027),  Features Intersected: BRANCH,  Facility Carried by Structure: AL 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 272.385,  Lanes on structure: 2,  Owner: State 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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $256,000 ( Estimate for 2008),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7213,  Location: 0 . 6 MI E ST CLAIR CO LN (Lat: 33.570556,  Lng: -86.535556),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 700 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,210 (year 2025),  Design Load: HS 20,  Features Intersected: I 20,  Facility Carried by Structure: CTY STR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $854,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $1,281,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7429,  Location: PALMER AV & LIL CAHABA RV (Lat: 33.566667,  Lng: -86.533333),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 510 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2026),  Design Load: H 15,  Features Intersected: LIL CAHABA RV,  Facility Carried by Structure: PALMER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.300,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.7 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  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: 1.57m (5.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $214,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11482,  Location: VIVIAN ST & LIL CAHABA RV (Lat: 33.550000,  Lng: -86.566667),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 720 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2026),  Design Load: H 15,  Features Intersected: VIVIAN ST,  Facility Carried by Structure: LIL CAHABA RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.698,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $372,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1204,  Location: JONES ST & LIL CAHABA RV (Lat: 33.550000,  Lng: -86.533333),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10 (year 2008),  Average Future Daily Traffic: 17 (year 2028),  Design Load: H 10,  Features Intersected: LIL CAHABA RV,  Facility Carried by Structure: JONES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.999,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 3 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: April 2006,  Other Special Inspection Date: Febuary 2008,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $134,000 ( Estimate for 2008),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 13174,  Location: I20 & CAHABA RIVER (Lat: 33.533333,  Lng: -86.600000),  Route carried "on" structure: Interstate 20,  Year Built: 1984,  Status: Open,  Structure Length: 18.26m (59.91ft),  Average Daily Traffic: 34,510 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 35,717 (year 2027),  Design Load: HS 20,  Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.781,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.93m (62.11ft),  Designated Inspection Frequency: Every 34 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $4,440,000,  Roadway Improvement Cost: $444,000,  Total Project Cost: $6,660,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13175,  Location: I20 & CAHABA RIVER (Lat: 33.533333,  Lng: -86.616667),  Route carried "on" structure: Interstate 20,  Year Built: 1984,  Status: Open,  Structure Length: 22.56m (74.02ft),  Average Daily Traffic: 34,510 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 35,717 (year 2027),  Design Load: HS 20,  Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.798,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.55m (73.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $5,290,000,  Roadway Improvement Cost: $529,000,  Total Project Cost: $7,935,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13527,  Location: I20 & US 78 LEEDS (Lat: 33.533333,  Lng: -86.583333),  Route carried "on" structure: Interstate 20,  Year Built: 1985,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 34,510 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 35,717 (year 2027),  Design Load: HS 20,  Features Intersected: US 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 225.326,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.68m (41.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $2,758,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $4,137,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13528,  Location: I20 & US 78 (Lat: 33.533333,  Lng: -86.583333),  Route carried "on" structure: Interstate 20,  Year Built: 1985,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 34,510 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 35,717 (year 2027),  Design Load: HS 20,  Features Intersected: US 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 225.326,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.68m (41.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $2,758,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $4,137,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19298,  Location: .1 MILE FROM US 411 00 (Lat: 33.550000,  Lng: -86.533333),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 500 (year 2006),  Average Future Daily Traffic: 700 (year 2026),  Design Load: HS 20,  Features Intersected: L LITTLE CAHABA RIVER,  Facility Carried by Structure: OLIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.9 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $488,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1184,  Location: LEEDS (Lat: 33.538889,  Lng: -86.556111),  Route carried "under" structure: Other road 4,  Year Built: 2005,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 6,960 (year 2007),  Truck Traffic: 5%,  Features Intersected: US 78,  Facility Carried by Structure: RR
Minimum Vertical Clearance: 7.71m (25.30ft),  Kilometerpoint: 185.718,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 7212,  Location: I-20&SOU RR (Lat: 33.550000,  Lng: -86.566667),  Route carried "under" structure: Other road 20,  Year Built: 1961,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 64,250 (year 2007),  Truck Traffic: 24%,  Features Intersected: I-20,  Facility Carried by Structure: SOUTHERN RR
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 228.575,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 7213,  Location: 0.6 MI E ST CLAIR CO LN (Lat: 33.570556,  Lng: -86.535556),  Route carried "under" structure: Interstate 20,  Year Built: 1961,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 64,250 (year 2007),  Truck Traffic: 24%,  Features Intersected: I-20,  Facility Carried by Structure: CTY STR
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 230.777,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 13527,  Location: LEEDS INTERCHANGE (Lat: 33.533333,  Lng: -86.583333),  Route carried "under" structure: US 78,  Year Built: 1985,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 2,985 (year 2007),  Truck Traffic: 7%,  Features Intersected: U.S.78,  Facility Carried by Structure: I20
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 179.925,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 13528,  Location: LEEDS INTERCHANGE (Lat: 33.533333,  Lng: -86.583333),  Route carried "under" structure: US 78,  Year Built: 1985,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 2,985 (year 2007),  Truck Traffic: 7%,  Features Intersected: U.S.78,  Facility Carried by Structure: I20
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 179.925,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)