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

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Structure Number: 2362,  Location: 0.3 MI N JCT LEE RD 246 (Lat: 32.533333,  Lng: -85.116667),  Route carried "on" structure: County highway 1295,  Year Built: 1940,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 591 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 857 (year 2026),  Features Intersected: HOSPILIKA BRANCH,  Facility Carried by Structure: LEE RD 295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 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: Better than present minimum 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: 1.37m (4.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $218,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3603,  Location: 1.5 MI S E JCT LEE RD 175 (Lat: 32.566667,  Lng: -85.216667),  Route carried "on" structure: County highway 1194,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 28 (year 2006),  Average Future Daily Traffic: 40 (year 2026),  Features Intersected: STURKIE CREEK,  Facility Carried by Structure: LEE RD 194
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $104,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 3715,  Location: 0.5 MI SE LEE RD 179 (Lat: 32.533333,  Lng: -85.150000),  Route carried "on" structure: County highway 1246,  Year Built: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 811 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,176 (year 2026),  Features Intersected: WHITES CREEK,  Facility Carried by Structure: LEE RD 246
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $323,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3797,  Location: 0.5 MI W RUSSELL CO (Lat: 32.483333,  Lng: -85.050000),  Route carried "on" structure: County highway 1236,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,086 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,024 (year 2026),  Features Intersected: MILL CREEK,  Facility Carried by Structure: LEE RD 236
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,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 21.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than 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: 1.58m (5.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $240,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3865,  Location: 2.2 MI NW JCT LEE RD 248 (Lat: 32.566667,  Lng: -85.066667),  Route carried "on" structure: County highway 1318,  Year Built: 1950,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 175 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 251 (year 2026),  Features Intersected: BRANCH,  Facility Carried by Structure: LEE RD 318
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $204,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3866,  Location: 3.1 MI N W JCT LEE RD 248 (Lat: 32.566667,  Lng: -85.066667),  Route carried "on" structure: County highway 1318,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 172 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 249 (year 2026),  Features Intersected: TURKEN CREEK,  Facility Carried by Structure: LEE RD 318
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.12m (6.96ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $308,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 431,  Location: 1.0 MI S W JCT S 001 (Lat: 32.483333,  Lng: -85.066667),  Route carried "on" structure: County highway 1240,  Year Built: 1952,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,087 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,966 (year 2026),  Features Intersected: MILL CREEK,  Facility Carried by Structure: LEE RD 240
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $225,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4416,  Location: 1.5 MI N JCT S 001 (Lat: 32.616667,  Lng: -85.233333),  Route carried "on" structure: County highway 1183,  Year Built: 1952,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 603 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 941 (year 2026),  Features Intersected: WACHOOCHEE CREEK,  Facility Carried by Structure: LEE RD 183
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,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.47m (4.82ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $226,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4427,  Location: 0.5 MI N S 001 (Lat: 32.550000,  Lng: -85.116667),  Route carried "on" structure: County highway 1379,  Year Built: 1952,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,504 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,631 (year 2026),  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: LEE RD. 379
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $194,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4428,  Location: 3 MI N JCT S 001 (Lat: 32.583333,  Lng: -85.116667),  Route carried "on" structure: County highway 1379,  Year Built: 1952,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,504 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,631 (year 2026),  Features Intersected: SOAP CREEK,  Facility Carried by Structure: LEE RD 379
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.91m (6.27ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $288,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4429,  Location: WACOOCHEE VALLEY (Lat: 32.616667,  Lng: -85.133333),  Route carried "on" structure: County highway 1379,  Year Built: 1952,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,504 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,631 (year 2026),  Features Intersected: WACOOCHEE CREEK,  Facility Carried by Structure: LEE RD 379
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $531,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $796,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 443,  Location: 1 MI S MECHANICSVILLE (Lat: 32.650000,  Lng: -85.133333),  Route carried "on" structure: County highway 1379,  Year Built: 1952,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,484 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,601 (year 2026),  Features Intersected: MILL CREEK,  Facility Carried by Structure: LEE RD 379
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.47m (4.82ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $243,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 467,  Location: 1.5 MI NW JCT LEE RD 248 (Lat: 32.550000,  Lng: -85.050000),  Route carried "on" structure: County highway 1318,  Year Built: 1953,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 171 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 248 (year 2026),  Features Intersected: ROCK CREEK,  Facility Carried by Structure: LEE RD 318
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $374,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6136,  Location: 3.5 MI N E JCT LEE RD 175 (Lat: 32.550000,  Lng: -85.183333),  Route carried "on" structure: County highway 1198,  Year Built: 1958,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 93 (year 1996),  Average Future Daily Traffic: 114 (year 2016),  Features Intersected: DUNKEN CREEK,  Facility Carried by Structure: LEE RD 198
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.7m (22.0ft),  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: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 1997,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $171,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6348,  Location: 2.5 MI NE JCT LEE RD 379 (Lat: 32.650000,  Lng: -85.100000),  Route carried "on" structure: County highway 1334,  Year Built: 1958,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 521 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 756 (year 2026),  Features Intersected: MILL CREEK,  Facility Carried by Structure: LEE RD 334
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: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $155,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $233,000 ( Estimate for 2008)

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Structure Number: 6873,  Location: 1.3 MI E JCT LEE RD 175 (Lat: 32.533333,  Lng: -85.216667),  Route carried "on" structure: County highway 1198,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 33 (year 2006),  Average Future Daily Traffic: 48 (year 2026),  Features Intersected: STURKIE CREEK,  Facility Carried by Structure: LEE RD 198
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 60.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $147,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 7741,  Location: 0.3 MI N RUSSELL CO (Lat: 32.466667,  Lng: -85.100000),  Route carried "on" structure: County highway 1208,  Year Built: 1962,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 472 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 685 (year 2026),  Features Intersected: BRANCH,  Facility Carried by Structure: LEE RD 208
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $276,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7742,  Location: 0.6 MI N RUSSELL CO (Lat: 32.466667,  Lng: -85.100000),  Route carried "on" structure: County highway 1208,  Year Built: 1962,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 472 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 685 (year 2026),  Features Intersected: BRANCH,  Facility Carried by Structure: LEE RD 208
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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $276,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8795,  Location: 0.3 MI N RUSSELL CO (Lat: 32.500000,  Lng: -85.033333),  Route carried "on" structure: County highway 1427,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,305 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,792 (year 2026),  Features Intersected: HOLLAND CREEK,  Facility Carried by Structure: LEE CO 427
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 14.5 metric tons,  Inventory Rating: 10.9 metric tons,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $333,000 ( Estimate for 2008)

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Structure Number: 9027,  Location: 0.5 MI W JCT LEE RD 179 (Lat: 32.516667,  Lng: -85.166667),  Route carried "on" structure: County highway 1245,  Year Built: 1966,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 85 (year 2006),  Average Future Daily Traffic: 124 (year 2026),  Features Intersected: PETERS CREEK,  Facility Carried by Structure: LEE RD 245
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $136,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 9568,  Location: 1.0 MI N W JCT S 001 (Lat: 32.600000,  Lng: -85.183333),  Route carried "on" structure: County highway 1252,  Year Built: 1968,  Status: Posted for load,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 113 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 161 (year 2026),  Features Intersected: WACOOCHEE BRANCH,  Facility Carried by Structure: LEE RD 252
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,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $166,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 9569,  Location: 0.4 MI N JCT LEE RD 158 (Lat: 32.666667,  Lng: -85.200000),  Route carried "on" structure: County highway 1277,  Year Built: 1968,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 8 (year 2006),  Average Future Daily Traffic: 15 (year 2026),  Features Intersected: BRANCH,  Facility Carried by Structure: LEE RD 277
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $141,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10792,  Location: 1.0 MI N E JCT LEE RD 318 (Lat: 32.600000,  Lng: -85.083333),  Route carried "on" structure: County highway 1249,  Year Built: 1972,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 112 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 163 (year 2026),  Features Intersected: SOAP CREEK,  Facility Carried by Structure: LEE RD 249
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.8m (12.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 3.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: $126,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $189,000 ( Estimate for 2008),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 10993,  Location: 1.5 MI SE JCT LEE RD 239 (Lat: 32.466667,  Lng: -85.133333),  Route carried "on" structure: County highway 1207,  Year Built: 1973,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 361 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 523 (year 2026),  Design Load: H 15,  Features Intersected: HOSPILIKA CREEK,  Facility Carried by Structure: LEE RD 207
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $417,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $626,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11266,  Location: 1 MI E JCT LEE RD 239 (Lat: 32.516667,  Lng: -85.133333),  Route carried "on" structure: County highway 1242,  Year Built: 1974,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 472 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 683 (year 2026),  Design Load: H 15,  Features Intersected: HOSPILIKA CREEK,  Facility Carried by Structure: LEE RD 242
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 22.7 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $187,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $281,000 ( Estimate for 2008)

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Structure Number: 11594,  Location: 0.7 MI N RUSSELL CO. LINE (Lat: 32.500000,  Lng: -85.050000),  Route carried "on" structure: US 431,  Year Built: 1976,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 21,000 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,987 (year 2027),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.322,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,394,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $2,091,000 ( Estimate for 2008)

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Structure Number: 12475,  Location: 2.5 MI S SALEM (Lat: 32.566667,  Lng: -85.233333),  Route carried "on" structure: County highway 1175,  Year Built: 1948,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 531 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 771 (year 2026),  Design Load: HS 15,  Features Intersected: STURKIE CREEK,  Facility Carried by Structure: LEE RD 175
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $257,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $386,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12863,  Location: MOFFITS MILL (Lat: 32.500000,  Lng: -85.183333),  Route carried "on" structure: County highway 1240,  Year Built: 1935,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 2,128 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,085 (year 2026),  Design Load: HS 20,  Features Intersected: UCHEE CREEK,  Facility Carried by Structure: LEE RD. 240
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 5.39m (17.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $786,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,179,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12897,  Location: 0.3 MI. N. JCT LEE RD 427 (Lat: 32.500000,  Lng: -85.050000),  Route carried "on" structure: County highway 1307,  Year Built: 1965,  Year Reconstructed: 1983,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 974 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,412 (year 2026),  Design Load: H 15,  Features Intersected: HOLLAND CREEK,  Facility Carried by Structure: LEE RD 307
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $231,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12898,  Location: 0.4 MI. N JCT LEE RD 427 (Lat: 32.500000,  Lng: -85.050000),  Route carried "on" structure: County highway 1307,  Year Built: 1965,  Year Reconstructed: 1983,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 974 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,412 (year 2026),  Design Load: H 15,  Features Intersected: HOLLAND CREEK,  Facility Carried by Structure: LEE RD 307
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 36.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 15307,  Location: 1.0 MI W JCT LEE RD 208 (Lat: 32.483333,  Lng: -85.133333),  Route carried "on" structure: County highway 1197,  Year Built: 1970,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 378 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 547 (year 2026),  Design Load: H 15,  Features Intersected: HOSPILIKA CREEK,  Facility Carried by Structure: LEE RD 197
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County 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: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $339,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $509,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18474,  Location: 1.0 MI S POWLEDGE (Lat: 32.616667,  Lng: -85.150000),  Route carried "on" structure: County highway 1279,  Year Built: 2002,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 307 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 461 (year 2026),  Design Load: HS 20,  Features Intersected: WACOOCHEE CREEK,  Facility Carried by Structure: LEE ROAD 279
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 25.9m (85.0ft),  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: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.66m (21.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $815,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,223,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18857,  Location: 1 MI N.E JCT S 001 (Lat: 32.600000,  Lng: -85.216667),  Route carried "on" structure: County highway 1254,  Year Built: 2003,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 215 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 306 (year 2026),  Design Load: HS 20,  Features Intersected: WACOOCHEE CREEK,  Facility Carried by Structure: COUNTY ROAD 254
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 89.0 metric tons,  Inventory Rating: 55.1 metric tons,  Structural Evaluation: Superior 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: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $553,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $829,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19122,  Location: 0.5 MI E. MEADOWS X-ROADS (Lat: 32.500000,  Lng: -85.166667),  Route carried "on" structure: County highway 1240,  Year Built: 2005,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 3,279 (year 2006),  Average Future Daily Traffic: 4,755 (year 2026),  Design Load: HS 20,  Features Intersected: WHITES CREEK,  Facility Carried by Structure: COUNTY 240
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $648,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $972,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1967,  Location: 1 MI E JCT LEE ROAD 239 (Lat: 32.500000,  Lng: -85.133333),  Route carried "on" structure: County highway 1240,  Year Built: 2006,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 5,442 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,086 (year 2026),  Design Load: HS 20,  Features Intersected: HOSPILIKA CREEK,  Facility Carried by Structure: LEE ROAD 240
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $578,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $867,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 566,  Location: 4.4 MI N RUSSELL CO LINE (Lat: 32.533333,  Lng: -85.100000),  Route carried "under" structure: County highway 430,  Year Built: 1928,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 4,888 (year 2006),  Truck Traffic: 10%,  Features Intersected: CEN OF GA RAILROAD,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.06m (13.32ft),  Kilometerpoint: 124.529,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 7.9m (25.9ft)