Bridge Statistics for Centralhatchee, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 95ft / 29.0mTotal length
- $5,457,000Total costs
- 5,520Total average daily traffic
- 53Total average daily truck traffic
- 8,280Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Centralhatchee
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 21950-1959
- 11960-1969
- 61980-1989
- Bridge Condition - Deck
- 85.7%Good
- 14.3%Satisfactory
- Bridge Condition - Superstructure
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 36.4%Very good
- 54.5%Good
- 9.1%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Fair
Find on map >> Show street view
Structure Number: 1490018, Location: 7 MI NW OF FRANKLIN (Lat: 33.360419, Lng: -85.170178), Route carried "on" structure: County highway 1062, Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 840 (year 2031), Design Load: H 15, Features Intersected: DEER CREEK, Facility Carried by Structure: ROOSTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 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: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: July 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 1490018, Location: 7 MI NW OF FRANKLIN (Lat: 33.360419, Lng: -85.170178), Route carried "on" structure: County highway 1062, Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 840 (year 2031), Design Load: H 15, Features Intersected: DEER CREEK, Facility Carried by Structure: ROOSTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 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: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: July 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Find on map >> Show street view
Structure Number: 1490022, Location: 3.2 MI N OF JCT SR 1 (Lat: 33.345058, Lng: -85.074289), Route carried "on" structure: County highway 2803, Year Built: 1936, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 80 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2031), Features Intersected: NUT CREEK, Facility Carried by Structure: FIVE KNOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, 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: 162.03m (531.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $8,000, Total Project Cost: $119,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1490022, Location: 3.2 MI N OF JCT SR 1 (Lat: 33.345058, Lng: -85.074289), Route carried "on" structure: County highway 2803, Year Built: 1936, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 80 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2031), Features Intersected: NUT CREEK, Facility Carried by Structure: FIVE KNOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, 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: 162.03m (531.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $8,000, Total Project Cost: $119,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 1490023, Location: 6.7 MI N OF JCT SR 1 (Lat: 33.386000, Lng: -85.057739), Route carried "on" structure: County highway 2803, Year Built: 1986, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 80 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2031), Features Intersected: PINK CREEK, Facility Carried by Structure: FIVE KNOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 1, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 19.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 162.52m (533.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1490023, Location: 6.7 MI N OF JCT SR 1 (Lat: 33.386000, Lng: -85.057739), Route carried "on" structure: County highway 2803, Year Built: 1986, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 80 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2031), Features Intersected: PINK CREEK, Facility Carried by Structure: FIVE KNOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 1, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 19.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 162.52m (533.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 1495003, Location: 1.5 MI N CENTRALHATCHEE (Lat: 33.399939, Lng: -85.097108), Route carried "on" structure: County highway 13, Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: PINK CREEK, Facility Carried by Structure: GLENLOCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 4.6m (15.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 1495003, Location: 1.5 MI N CENTRALHATCHEE (Lat: 33.399939, Lng: -85.097108), Route carried "on" structure: County highway 13, Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: PINK CREEK, Facility Carried by Structure: GLENLOCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 4.6m (15.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Find on map >> Show street view
Structure Number: 1495005, Location: 3.5 MI NW CENTRALHATCHEE (Lat: 33.399700, Lng: -85.162089), Route carried "on" structure: County highway 30, Year Built: 1983, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: GUM CREEK, Facility Carried by Structure: HUTCHINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: 41.94m (137.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1495005, Location: 3.5 MI NW CENTRALHATCHEE (Lat: 33.399700, Lng: -85.162089), Route carried "on" structure: County highway 30, Year Built: 1983, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: GUM CREEK, Facility Carried by Structure: HUTCHINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: 41.94m (137.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1495006, Location: 3.5 MI NW CENTRALHATCHEE (Lat: 33.401358, Lng: -85.163578), Route carried "on" structure: County highway 30, Year Built: 1986, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: GUM CREEK, Facility Carried by Structure: HUTCHINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000
Structure Number: 1495006, Location: 3.5 MI NW CENTRALHATCHEE (Lat: 33.401358, Lng: -85.163578), Route carried "on" structure: County highway 30, Year Built: 1986, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: GUM CREEK, Facility Carried by Structure: HUTCHINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000
Find on map >> Show street view
Structure Number: 1495007, Location: 1.5 MI NW CENTRALHATCHEE (Lat: 33.378539, Lng: -85.131228), Route carried "on" structure: County highway 38, Year Built: 1980, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: CENTRALHATCHEE CREEK, Facility Carried by Structure: ARMSTRONG MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: June 2020, Bridge Improvement Cost: $977,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,465,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1495007, Location: 1.5 MI NW CENTRALHATCHEE (Lat: 33.378539, Lng: -85.131228), Route carried "on" structure: County highway 38, Year Built: 1980, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: CENTRALHATCHEE CREEK, Facility Carried by Structure: ARMSTRONG MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: June 2020, Bridge Improvement Cost: $977,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,465,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1495043, Location: 1 MI W OF CENTRALHATCHEE (Lat: 33.360300, Lng: -85.121519), Route carried "on" structure: County highway 215, Year Built: 1958, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: CENTRALHATCHEE CREEK, Facility Carried by Structure: NOTNOMIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $750,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1495043, Location: 1 MI W OF CENTRALHATCHEE (Lat: 33.360300, Lng: -85.121519), Route carried "on" structure: County highway 215, Year Built: 1958, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: CENTRALHATCHEE CREEK, Facility Carried by Structure: NOTNOMIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $750,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1495045, Location: 5 MI E OF EPHESUS (Lat: 33.391350, Lng: -85.169769), Route carried "on" structure: County highway 216, Year Built: 1965, Status: Posted for load, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: CENTRALHATCHEE CREEK, Facility Carried by Structure: WELCOME ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 45.35m (148.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $985,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1495045, Location: 5 MI E OF EPHESUS (Lat: 33.391350, Lng: -85.169769), Route carried "on" structure: County highway 216, Year Built: 1965, Status: Posted for load, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: CENTRALHATCHEE CREEK, Facility Carried by Structure: WELCOME ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 45.35m (148.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $985,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1495046, Location: 1.53 MI W OF SR 1 (Lat: 33.348386, Lng: -85.139142), Route carried "on" structure: County highway 49, Year Built: 1984, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: DEER CREEK, Facility Carried by Structure: SPRADLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1495046, Location: 1.53 MI W OF SR 1 (Lat: 33.348386, Lng: -85.139142), Route carried "on" structure: County highway 49, Year Built: 1984, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: DEER CREEK, Facility Carried by Structure: SPRADLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1495053, Location: 4.9 MI NORTH OF FRANKLIN (Lat: 33.345739, Lng: -85.076739), Route carried "on" structure: County highway 7, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: NUTT CREEK, Facility Carried by Structure: NUTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1495053, Location: 4.9 MI NORTH OF FRANKLIN (Lat: 33.345739, Lng: -85.076739), Route carried "on" structure: County highway 7, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: NUTT CREEK, Facility Carried by Structure: NUTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000