 |
 |
Bridge Statistics for Clayton, Georgia (GA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Clayton, GA, Georgia, Georgia forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 22 meters (72ft) Total costs: $497,000 Total average daily traffic: 141,370 Total average daily truck traffic: 3,540 Total future (year 2022) average daily traffic: 212,055 National Bridge Inventory (NBI) Registered Bridges for Clayton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 630071, Location: 1 MI W OF FOREST PARK (Lat: 33.628333, Lng: -84.411000), Route carried "on" structure: City street 9076, Year Built: 1984, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 21,000 (year 2006), Average Future Daily Traffic: 31,500 (year 2026), Design Load: HS 20, Features Intersected: FLINT RIVER, Facility Carried by Structure: SULLIVAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.497, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 630077, Location: 0.5 MI E OF RIVERDALE (Lat: 33.578850, Lng: -84.402333), Route carried "on" structure: City street 9100, Year Built: 1962, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 30,910 (year 2006), Average Future Daily Traffic: 46,365 (year 2026), Design Load: H 15, Features Intersected: FLINT RIVER, Facility Carried by Structure: UPPER RIVERDALE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 19.7m (64.6ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2007, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 635036, Location: NW FOREST PARK E OF I-285 (Lat: 33.629167, Lng: -84.424950), Route carried "on" structure: County highway 9076, Year Built: 1989, Year Reconstructed: 2004, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 21,280 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 31,920 (year 2022), Design Load: HS 20+Mod, Features Intersected: SULLIVAN CREEK, Facility Carried by Structure: SULLIVAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.368, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft) 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: April 2007 Find on map >>
Structure Number: 2410003, Location: INSIDE CLAYTON GA (Lat: 34.877967, Lng: -83.397517), Route carried "on" structure: US 76, Year Built: 1963, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 12,110 (year 2006), Average Future Daily Traffic: 18,165 (year 2026), Design Load: HS 20+Mod, Features Intersected: STEKOA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.715, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.9 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to 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: June 2006 Find on map >>
Structure Number: 2410004, Location: INSIDE CLAYTON GA (Lat: 34.876667, Lng: -83.398333), Route carried "on" structure: US 23, Year Built: 1949, Year Reconstructed: 1991, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 18,600 (year 2006), Average Future Daily Traffic: 27,900 (year 2026), Design Load: H 15, Features Intersected: SADDLE GAP BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.727, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 2410014, Location: INSIDE CLAYTON CITY LIMIT (Lat: 34.922233, Lng: -83.392800), Route carried "on" structure: US 23, Year Built: 1962, Year Reconstructed: 1991, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 16,250 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 24,375 (year 2023), Design Load: HS 20+Mod, Features Intersected: STEKOA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.990, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.3m (66.6ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.9 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 2410026, Location: IN CLAYTON (Lat: 34.879133, Lng: -83.397583), Route carried "on" structure: County highway 884, Year Built: 1938, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 10,090 (year 2006), Average Future Daily Traffic: 15,135 (year 2026), Design Load: H 15, Features Intersected: STEKOA CREEK, Facility Carried by Structure: WARWOMAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.022, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft) Condition: Channel: Good, Culverts: Poor, Operating Rating: 41.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 2410027, Location: E OF CLAYTON CTY LMTS (Lat: 34.881017, Lng: -83.391667), Route carried "on" structure: County highway 884, Year Built: 1935, Year Reconstructed: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,900 (year 2006), Average Future Daily Traffic: 2,850 (year 2026), Design Load: H 15, Features Intersected: SADDLE GAP CREEK, Facility Carried by Structure: WARWOMAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.167, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Inventory Rating: 18.9 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 2410032, Location: CITY OF CLAYTON (Lat: 34.873800, Lng: -83.425333), Route carried "on" structure: County highway 2907, Year Built: 1960, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 6,080 (year 2006), Average Future Daily Traffic: 9,120 (year 2026), Design Load: H 15, Features Intersected: SCOTT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to 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: June 2006 Find on map >>
Structure Number: 2415043, Location: IN W CLAYTON (Lat: 34.878333, Lng: -83.405000), Route carried "on" structure: City street 519, Year Built: 1968, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 630 (year 2005), Average Future Daily Traffic: 945 (year 2025), Features Intersected: SCOTT CREEK, Facility Carried by Structure: SHADYSIDE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.075, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal 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: 9.7m (31.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 41.20m (135.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $109,000, Total Project Cost: $149,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2415044, Location: IN EAST CLAYTON (Lat: 34.877617, Lng: -83.393233), Route carried "on" structure: City street 525, Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 630 (year 2005), Average Future Daily Traffic: 945 (year 2025), Features Intersected: SADDLE GAP CREEK, Facility Carried by Structure: DUGGAN HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.009, Lanes on structure: 1, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.6m (15.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 40.99m (134.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $110,000, Total Project Cost: $155,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2415045, Location: IN WEST CLAYTON (Lat: 34.878233, Lng: -83.405467), Route carried "on" structure: City street 533, Year Built: 1952, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 630 (year 2005), Average Future Daily Traffic: 945 (year 2025), Features Intersected: SCOTT CREEK, Facility Carried by Structure: MARSENGILLE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, 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: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 41.05m (134.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $150,000, Total Project Cost: $193,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2415046, Location: IN SOUTH CLAYTON (Lat: 34.875000, Lng: -83.398917), Route carried "on" structure: City street 539, Year Built: 1960, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 630 (year 2005), Average Future Daily Traffic: 945 (year 2025), Design Load: H 15, Features Intersected: STEKOA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.004, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 41.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 2415047, Location: IN CLAYTON (AT MALL) (Lat: 34.871583, Lng: -83.416500), Route carried "on" structure: City street 549, Year Built: 1981, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 630 (year 2005), Average Future Daily Traffic: 945 (year 2025), Design Load: H 15, Features Intersected: STEKOA CREEK, Facility Carried by Structure: DUVALL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular Georgia forum Back to: Clayton, GA, Georgia, All US cities.
|
 |
