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

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Structure Number: 484,  Location: @ WATTERSON PARKWAY (Lat: 33.628056,  Lng: -86.619722),  Route carried "on" structure: US 11,  Year Built: 1928,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 25,940 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,925 (year 2027),  Features Intersected: BRANCH
Minimum Vertical Clearance: 18.29m (60.01ft),  Kilometerpoint: 241.241,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $326,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $489,000 ( Estimate for 2008),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 485,  Location: TRUSSVILLE PARK (Lat: 33.616667,  Lng: -86.600000),  Route carried "on" structure: US 11,  Year Built: 1928,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 7,505 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,887 (year 2027),  Design Load: H 15,  Features Intersected: CAHABA RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 243.494,  Lanes on structure: 2,  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: 8.2m (26.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $390,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $585,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1604,  Location: CHEROKEE DR & PKWY DR (Lat: 33.616667,  Lng: -86.600000),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,800 (year 2028),  Design Load: H 10,  Features Intersected: CAHABA RV,  Facility Carried by Structure: CHEROKEE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.83m (12.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $600,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7169,  Location: 2.0 MILE SE TRUSSVILLE (Lat: 33.600000,  Lng: -86.566667),  Route carried "on" structure: County highway 10,  Year Built: 1960,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 7,180 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,036 (year 2026),  Design Load: HS 15,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: ROPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $698,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,047,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 717,  Location: BEFORE JCT WINDSONG DR (Lat: 33.616667,  Lng: -86.566667),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 230 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 350 (year 2026),  Features Intersected: CAHABA RIVER TRIBUTARY,  Facility Carried by Structure: CAMP COLEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: Very good,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $536,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $804,000 ( Estimate for 2008)

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Structure Number: 8926,  Location: 11' W GREEN DR TRUSSVILLE (Lat: 33.633333,  Lng: -86.600000),  Route carried "on" structure: County highway 327,  Year Built: 1965,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 18,665 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 26,100 (year 2027),  Features Intersected: DRY CREEK,  Facility Carried by Structure: CHALKVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $314,000 ( Estimate for 2008)

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Structure Number: 9058,  Location: TRUSSVILLE PARK (Lat: 33.616667,  Lng: -86.600000),  Route carried "on" structure: US 11,  Year Built: 1966,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 7,505 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,887 (year 2027),  Design Load: HS 20,  Features Intersected: CAHABA RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 243.494,  Lanes on structure: 2,  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: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Length Of Structure Improvement: 5.11m (16.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $624,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $936,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9239,  Location: I59 & CAHABA RIVER (Lat: 33.650000,  Lng: -86.583333),  Route carried "on" structure: Interstate 59,  Year Built: 1967,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 19,870 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 20,962 (year 2027),  Design Load: HS 20,  Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.933,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.34m (33.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,265,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,898,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 924,  Location: I59 & CAHABA RIVER (Lat: 33.650000,  Lng: -86.583333),  Route carried "on" structure: Interstate 59,  Year Built: 1967,  Status: Open,  Structure Length: 9.37m (30.74ft),  Average Daily Traffic: 19,870 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 20,962 (year 2027),  Design Load: HS 20,  Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.933,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.32m (33.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,270,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,905,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10282,  Location: 0 . 1 MI NO I 459 (Lat: 33.583333,  Lng: -86.633333),  Route carried "on" structure: US 11,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 17,090 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,397 (year 2027),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 236.141,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 22.7 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable 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: December 2006,  Bridge Improvement Cost: $976,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,464,000 ( Estimate for 2008),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10636,  Location: 2.0 MILE NE OF TRUSSVILLE (Lat: 33.633333,  Lng: -86.583333),  Route carried "on" structure: County highway 132,  Year Built: 1971,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 1,900 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,650 (year 2027),  Design Load: HS 15,  Features Intersected: CAHABA RIVER,  Facility Carried by Structure: HAPPY HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 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 minimum criteria,  Length Of Structure Improvement: 6.39m (20.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $842,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,263,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16308,  Location: TRUSSVILLE INTERCHANGE (Lat: 33.646944,  Lng: -86.621389),  Route carried "on" structure: County highway 10,  Year Built: 1995,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 42,000 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 63,000 (year 2028),  Design Load: HS 20,  Features Intersected: I-59
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 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: Equal to present desirable criteria,  Length Of Structure Improvement: 12.74m (41.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $4,212,000,  Roadway Improvement Cost: $421,000,  Total Project Cost: $6,318,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16359,  Location: 0.2 MI S US 11 (Lat: 33.600000,  Lng: -86.600000),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 1,555 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,110 (year 2026),  Design Load: HS 20,  Features Intersected: NORFOLK S RR;PINCHGUT CR,  Facility Carried by Structure: WATTERSON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  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: 38.1m (125.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.04m (42.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,427,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $3,641,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1636,  Location: 0.7 MI N I59 (Lat: 33.666667,  Lng: -86.566667),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 10,535 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,750 (year 2028),  Design Load: HS 20,  Features Intersected: CAHABA RIVER .,  Facility Carried by Structure: DEERFOOT PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable 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: 18.94m (62.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $3,482,000,  Roadway Improvement Cost: $348,000,  Total Project Cost: $5,223,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16687,  Location: 1500' N HAPPY HOLLOW RD (Lat: 33.800000,  Lng: -86.600000),  Route carried "on" structure: County highway 153,  Year Built: 1930,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 2,550 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,750 (year 2027),  Design Load: H 20,  Features Intersected: CAHABA RIVER TRIBUTARY,  Facility Carried by Structure: TRUSSVILLE-CLAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 30.9 metric tons,  Inventory Rating: 22.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.66m (5.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $461,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $691,000 ( Estimate for 2008)

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Structure Number: 17747,  Location: 50' E JCT CAMP COLEMAN RD (Lat: 33.616667,  Lng: -86.566667),  Route carried "on" structure: County highway 320,  Year Built: 1999,  Status: Open,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 527 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2027),  Design Load: HS 20,  Features Intersected: LITTLE CAHABA CREEK,  Facility Carried by Structure: NORTH LAKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.48m (11.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $478,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $717,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17878,  Location: 500' N US 11 TRUSSVILLE (Lat: 33.583333,  Lng: -86.633333),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,251 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,800 (year 2028),  Design Load: HS 20,  Features Intersected: PINCHGUT CREEK,  Facility Carried by Structure: MORROW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.17m (7.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $265,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $398,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18106,  Location: 500' S US 11 (Lat: 33.616667,  Lng: -86.600000),  Route carried "on" structure: County highway 10,  Year Built: 2006,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 12,555 (year 2006),  Average Future Daily Traffic: 18,650 (year 2026),  Design Load: HS 20,  Features Intersected: PINCHGUT CREEK,  Facility Carried by Structure: SOUTH CHALKVILLE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $612,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 16308,  Location: I-59 @ TRUSSVILLE (Lat: 33.646944,  Lng: -86.621389),  Route carried "under" structure: Interstate 59,  Year Built: 1995,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 39,740 (year 2007),  Truck Traffic: 19%,  Features Intersected: I-59,  Facility Carried by Structure: CO RD 10
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 22.653,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)