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Bridge Statistics for Perry, Georgia (GA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Perry, GA, Georgia, Georgia forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 102 meters (335ft) Total average daily traffic: 359,720 Total average daily truck traffic: 54,814 National Bridge Inventory (NBI) Registered Bridges for Perry
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1530006, Location: PERRY - SW SECTION (Lat: 32.446783, Lng: -83.754900), Route carried "on" structure: US 41, Year Built: 1963, Year Reconstructed: 1989, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 12,400 (year 2007), Average Future Daily Traffic: 18,600 (year 2027), Design Load: HS 20, Features Intersected: I-75 @134.61(EXIT 135) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.975, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.0m (95.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1530007, Location: PERRY - CENTER SECTION (Lat: 32.455567, Lng: -83.739500), Route carried "on" structure: US 41, Year Built: 1931, Year Reconstructed: 1988, Status: Open, Structure Length: 8.71m (28.58ft), Average Daily Traffic: 9,520 (year 2007), Average Future Daily Traffic: 14,280 (year 2027), Design Load: H 15, Features Intersected: BIG INDIAN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.165, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 26.8m (87.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 50.4 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: 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: October 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1530048, Location: PERRY - WESTSIDE (Lat: 32.458017, Lng: -83.754500), Route carried "on" structure: Interstate 75, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 56,090 (year 2007), Average Future Daily Traffic: 84,135 (year 2027), Design Load: HS 20+Mod, Features Intersected: BIG INDIAN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.779, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.7m (117.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 40.6m (133.2ft), Out-to-Out Width: 42.4m (139.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2007, Other Special Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 153005, Location: PERRY - WESTSIDE (Lat: 32.463333, Lng: -83.747750), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1993, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 56,090 (year 2007), Average Future Daily Traffic: 84,135 (year 2027), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.847, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.7m (117.1ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 40.6m (133.2ft), Out-to-Out Width: 42.4m (139.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1530052, Location: PERRY - NW SECTION (Lat: 32.471333, Lng: -83.743933), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1993, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 56,570 (year 2007), Average Future Daily Traffic: 84,855 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 7 (US 341)EXIT136 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.941, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.0m (121.4ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 40.6m (133.2ft), Out-to-Out Width: 42.4m (139.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1530058, Location: PERRY - WESTSIDE (Lat: 32.455267, Lng: -83.774333), Route carried "on" structure: County highway 622, Year Built: 1963, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 870 (year 2007), Average Future Daily Traffic: 1,305 (year 2027), Design Load: H 20, Features Intersected: I-75 @ 135.17N, Facility Carried by Structure: GAINES DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.065, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1535006, Location: PERRY - WESTSIDE (Lat: 32.464383, Lng: -83.762400), Route carried "on" structure: County highway 205, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 870 (year 2007), Average Future Daily Traffic: 1,305 (year 2027), Design Load: H 15, Features Intersected: BAY CREEK, Facility Carried by Structure: SMITH DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.400, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1535007, Location: PERRY - WESTSIDE (Lat: 32.455250, Lng: -83.778900), Route carried "on" structure: County highway 206, Year Built: 1988, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 870 (year 2007), Average Future Daily Traffic: 1,305 (year 2027), Design Load: H 15, Features Intersected: BIG INDIAN CREEK, Facility Carried by Structure: MOSS OAK DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1535031, Location: SOUTH PERRY (Lat: 32.431667, Lng: -83.757500), Route carried "on" structure: City street 835, Year Built: 1999, Status: Open, Structure Length: 10.08m (33.07ft), Average Daily Traffic: 9,860 (year 2007), Average Future Daily Traffic: 14,790 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-75@ 133.60 (EXIT 134), Facility Carried by Structure: SOUTH PERRY PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.049, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.5m (70.5ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 34.2m (112.2ft), Out-to-Out Width: 35.2m (115.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1535032, Location: SW OF PERRY (Lat: 32.474933, Lng: -83.777500), Route carried "on" structure: City street 838, Year Built: 1999, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 870 (year 2007), Average Future Daily Traffic: 1,305 (year 2027), Design Load: HS 20+Mod, Features Intersected: BAY CREEK, Facility Carried by Structure: PERRY VET PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.181, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1535033, Location: SW OF PERRY (Lat: 32.474917, Lng: -83.777267), Route carried "on" structure: City street 838, Year Built: 1999, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 870 (year 2007), Average Future Daily Traffic: 1,305 (year 2027), Design Load: HS 20+Mod, Features Intersected: BAY CREEK, Facility Carried by Structure: PERRY VET PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.9 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1530006, Location: PERRY - SW SECTION (Lat: 32.446783, Lng: -83.754900), Route carried "under" structure: Interstate 75, Year Built: 1963, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 46,590 (year 1998), Truck Traffic: 40%, Features Intersected: SR 7 (US 41) Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 21.658, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 1530052, Location: PERRY - NW SECTION (Lat: 32.471333, Lng: -83.743933), Route carried "under" structure: US 341, Year Built: 1962, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 18,260 (year 1998), Truck Traffic: 1%, Features Intersected: I-75 (EXIT136) Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 2.434, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 1530058, Location: PERRY - WESTSIDE (Lat: 32.455267, Lng: -83.774333), Route carried "under" structure: Interstate 75, Year Built: 1963, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 46,590 (year 1998), Truck Traffic: 40%, Features Intersected: CS 622 JULIANN DRIVE Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 21.748, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 1535031, Location: SOUTH PERRY (Lat: 32.431667, Lng: -83.757500), Route carried "under" structure: Interstate 401, Year Built: 1999, Structure Length: 10.08m (33.07ft), Average Daily Traffic: 43,400 (year 1998), Truck Traffic: 40%, Features Intersected: CS00835, Facility Carried by Structure: I-75 (EXIT 134) Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 21.496, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.0m (101.7ft) Discuss this city on our hugely popular Georgia forum Back to: Perry, GA, Georgia, All US cities.
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