Bridge Statistics for Cedartown, Georgia (GA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2330003,  Location: .1 MI S SR 100 IN C-TOWN (Lat: 34.003767,  Lng: -85.254667),  Route carried "on" structure: Business US 27,  Year Built: 1949,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 13,060 (year 2007),  Average Future Daily Traffic: 19,590 (year 2027),  Design Load: H 15,  Features Intersected: CEDAR CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.152,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  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: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 2330004,  Location: .5 MI N SR 6 IN CEDARTOWN (Lat: 34.020767,  Lng: -85.271667),  Route carried "on" structure: Business US 27,  Year Built: 1938,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 18,710 (year 2007),  Average Future Daily Traffic: 28,065 (year 2027),  Design Load: H 15,  Features Intersected: CEDAR CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.349,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2330008,  Location: .9 MI W SR 1 IN CEDARTOWN (Lat: 34.011200,  Lng: -85.265617),  Route carried "on" structure: City street 702,  Year Built: 1931,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 8,400 (year 2007),  Average Future Daily Traffic: 12,600 (year 2027),  Design Load: H 15,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: OLD SR 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.164,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2330009,  Location: .3 MI E SR 1 IN CEDARTOWN (Lat: 34.014350,  Lng: -85.249267),  Route carried "on" structure: County highway 450,  Year Built: 1937,  Status: Open,  Structure Length: 13.92m (45.67ft),  Average Daily Traffic: 13,190 (year 2007),  Average Future Daily Traffic: 19,785 (year 2027),  Design Load: H 15,  Features Intersected: SOUTHERN RR (719274S),  Facility Carried by Structure: OLD SR 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.05m (65.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $704,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,023,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 233001,  Location: IN E SIDE OF CEDARTOWN (Lat: 34.014383,  Lng: -85.242433),  Route carried "on" structure: County highway 450,  Year Built: 1934,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 13,190 (year 2007),  Average Future Daily Traffic: 19,785 (year 2027),  Design Load: H 15,  Features Intersected: CEDAR CREEK TRIB.,  Facility Carried by Structure: OLD SR 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 43.2 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 2330021,  Location: .1 MI W SR 1 IN CEDARTOWN (Lat: 34.004883,  Lng: -85.259583),  Route carried "on" structure: State highway 6,  Year Built: 1972,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 8,330 (year 2007),  Average Future Daily Traffic: 12,495 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.512,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 2330022,  Location: .6 MI W SR 1 IN CEDARTOWN (Lat: 34.005283,  Lng: -85.264833),  Route carried "on" structure: State highway 6,  Year Built: 1974,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 6,050 (year 2007),  Average Future Daily Traffic: 9,075 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK AND TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.462,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2330023,  Location: IN SW CEDARTOWN@JCT SR 6 (Lat: 34.003833,  Lng: -85.278483),  Route carried "on" structure: State highway 6,  Year Built: 1974,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 5,450 (year 2007),  Average Future Daily Traffic: 8,175 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SILVER COMET TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.337,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2330055,  Location: IN SOUTH CEDARTOWN (Lat: 34.008867,  Lng: -85.256750),  Route carried "on" structure: City street 1010,  Year Built: 1918,  Status: Posted for load,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 4,860 (year 2007),  Average Future Daily Traffic: 7,290 (year 2027),  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: COLLEGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.049,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Serious,  Operating Rating: 12.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 6.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 163.12m (535.17ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $1,046,000,  Total Project Cost: $1,424,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2330061,  Location: IN EAST CEDARTOWN (Lat: 34.002800,  Lng: -85.247883),  Route carried "on" structure: State highway 6,  Year Built: 1991,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 4,000 (year 2007),  Average Future Daily Traffic: 6,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.628,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 2330062,  Location: IN EAST CEDARTOWN (Lat: 34.022500,  Lng: -85.245650),  Route carried "on" structure: State highway 6,  Year Built: 1991,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 4,000 (year 2007),  Average Future Daily Traffic: 6,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.647,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 2335046,  Location: IN SE CEDARTOWN (Lat: 34.003100,  Lng: -85.271833),  Route carried "on" structure: City street 532,  Year Built: 1965,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2027),  Design Load: H 15,  Features Intersected: CEDAR CREEK TRIB.,  Facility Carried by Structure: ROCK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.019,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 2335051,  Location: IN SOUTH CEDARTOWN (Lat: 34.003350,  Lng: -85.256417),  Route carried "on" structure: City street 667,  Year Built: 1964,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2027),  Features Intersected: CEDAR CREEK TRIB.,  Facility Carried by Structure: RUSSELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2335053,  Location: IN NORTH CEDARTOWN (Lat: 34.021133,  Lng: -85.256400),  Route carried "on" structure: City street 1004,  Year Built: 1948,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,800 (year 2007),  Average Future Daily Traffic: 7,200 (year 2027),  Features Intersected: CEDAR CREEK TRIB.,  Facility Carried by Structure: NORTH COLLEGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 14.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 7.37m (24.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $133,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 233506,  Location: IN EAST CEDARTOWN (Lat: 34.018000,  Lng: -85.245667),  Route carried "on" structure: County highway 389,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 320 (year 2007),  Average Future Daily Traffic: 480 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK TRIB.,  Facility Carried by Structure: PINE CREST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 2335063,  Location: IN NW CEDARTOWN (Lat: 34.024133,  Lng: -85.261000),  Route carried "on" structure: City street 1008,  Year Built: 1996,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,940 (year 2007),  Average Future Daily Traffic: 5,910 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK TRIB.,  Facility Carried by Structure: CAVESPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.136,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2330054,  Location: IN SE CEDARTOWN (Lat: 34.003983,  Lng: -85.244050),  Route carried "under" structure: City street 1002,  Year Built: 1972,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 370 (year 2007),  Features Intersected: M-1002 LAKE STREET,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.42m (11.22ft),  Kilometerpoint: 0.127,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 7.3m (24.0ft)