Bridge Statistics for Ellenton, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 220ft / 66.8mTotal length
- $8,509,000Total costs
- 20,130Total average daily traffic
- 192Total average daily truck traffic
- 30,195Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ellenton
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 31960-1969
- 41970-1979
- 11980-1989
- 41990-1999
- Bridge Condition - Deck
- 90.9%Good
- 9.1%Satisfactory
- Bridge Condition - Superstructure
- 90.9%Good
- 9.1%Fair
- Bridge Condition - Substructure
- 81.8%Good
- 18.2%Fair
- Bridge Condition - Channel
- 35.7%Very good
- 28.6%Good
- 14.3%Satisfactory
- 21.4%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 710065, Location: APP 7 MI NE OF BERLIN (Lat: 31.119978, Lng: -83.589747), Route carried "on" structure: County highway 1753, Year Built: 1961, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 360 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 540 (year 2031), Design Load: H 15, Features Intersected: BULL CREEK, Facility Carried by Structure: TILLMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), 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: Fair, Operating Rating: 28.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 43.25m (141.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $39,000, Total Project Cost: $580,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 710065, Location: APP 7 MI NE OF BERLIN (Lat: 31.119978, Lng: -83.589747), Route carried "on" structure: County highway 1753, Year Built: 1961, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 360 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 540 (year 2031), Design Load: H 15, Features Intersected: BULL CREEK, Facility Carried by Structure: TILLMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), 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: Fair, Operating Rating: 28.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 43.25m (141.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $39,000, Total Project Cost: $580,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 710066, Location: SOUTH ELLENTON (Lat: 31.171050, Lng: -83.587608), Route carried "on" structure: County highway 1754, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,680 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,520 (year 2031), Design Load: H 15, Features Intersected: BIG BRANCH, Facility Carried by Structure: ELLENTON-OMEGA RD
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 710066, Location: SOUTH ELLENTON (Lat: 31.171050, Lng: -83.587608), Route carried "on" structure: County highway 1754, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,680 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,520 (year 2031), Design Load: H 15, Features Intersected: BIG BRANCH, Facility Carried by Structure: ELLENTON-OMEGA RD
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 710074, Location: APP 3 MI NE OF ELLENTON (Lat: 31.193428, Lng: -83.539589), Route carried "on" structure: County highway 2498, Year Built: 1965, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 330 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2031), Design Load: H 15, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: ROUNDTREE BR RD
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), 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: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 710074, Location: APP 3 MI NE OF ELLENTON (Lat: 31.193428, Lng: -83.539589), Route carried "on" structure: County highway 2498, Year Built: 1965, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 330 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2031), Design Load: H 15, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: ROUNDTREE BR RD
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), 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: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 710075, Location: APP 3 MI NE OF ELLENTON (Lat: 31.191278, Lng: -83.531369), Route carried "on" structure: County highway 2498, Year Built: 1965, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: H 15, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: ROUNDTREE BR RD
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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), 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: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 710075, Location: APP 3 MI NE OF ELLENTON (Lat: 31.191278, Lng: -83.531369), Route carried "on" structure: County highway 2498, Year Built: 1965, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: H 15, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: ROUNDTREE BR RD
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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), 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: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 710087, Location: APP 10 MI E OF MOULTRIE (Lat: 31.155361, Lng: -83.618219), Route carried "on" structure: State highway 37, Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,170 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,755 (year 2031), Design Load: HS 20+Mod, Features Intersected: BULL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 710087, Location: APP 10 MI E OF MOULTRIE (Lat: 31.155361, Lng: -83.618219), Route carried "on" structure: State highway 37, Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,170 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,755 (year 2031), Design Load: HS 20+Mod, Features Intersected: BULL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 710094, Location: 15 MI E OF MOULTRIE (Lat: 31.157847, Lng: -83.552556), Route carried "on" structure: State highway 37, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,280 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 710094, Location: 15 MI E OF MOULTRIE (Lat: 31.157847, Lng: -83.552556), Route carried "on" structure: State highway 37, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,280 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 710095, Location: 15 MI E OF MOULTRIE (Lat: 31.155708, Lng: -83.546228), Route carried "on" structure: State highway 37, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,280 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 710095, Location: 15 MI E OF MOULTRIE (Lat: 31.155708, Lng: -83.546228), Route carried "on" structure: State highway 37, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,280 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 710096, Location: 16 MI E OF MOULTRIE (Lat: 31.155431, Lng: -83.543631), Route carried "on" structure: State highway 37, Year Built: 1994, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 3,280 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: January 2021, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 710096, Location: 16 MI E OF MOULTRIE (Lat: 31.155431, Lng: -83.543631), Route carried "on" structure: State highway 37, Year Built: 1994, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 3,280 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: January 2021, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 710097, Location: 16.2 MI E OF MOULTRIE (Lat: 31.155458, Lng: -83.543758), Route carried "on" structure: State highway 37, Year Built: 1994, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 3,280 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 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: January 2021, Bridge Improvement Cost: $1,586,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,379,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 710097, Location: 16.2 MI E OF MOULTRIE (Lat: 31.155458, Lng: -83.543758), Route carried "on" structure: State highway 37, Year Built: 1994, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 3,280 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 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: January 2021, Bridge Improvement Cost: $1,586,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,379,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 715062, Location: APP 13 MI SE OF MOULTRIE (Lat: 31.123019, Lng: -83.574408), Route carried "on" structure: County highway 548, Year Built: 1970, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: BIG BRANCH, Facility Carried by Structure: CHINA GROVE CH RD
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 17.2 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: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $28,000, Total Project Cost: $81,000, Deck Structure Type: Wood or Timber
Structure Number: 715062, Location: APP 13 MI SE OF MOULTRIE (Lat: 31.123019, Lng: -83.574408), Route carried "on" structure: County highway 548, Year Built: 1970, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: BIG BRANCH, Facility Carried by Structure: CHINA GROVE CH RD
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 17.2 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: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $28,000, Total Project Cost: $81,000, Deck Structure Type: Wood or Timber
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Structure Number: 715085, Location: APP 7 MI SE NORMAN PARK (Lat: 31.187978, Lng: -83.620239), Route carried "on" structure: County highway 172, Year Built: 1975, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 70 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 105 (year 2032), Features Intersected: BULL CREEK, Facility Carried by Structure: CLARK ROAD
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: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 41.70m (136.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $120,000, Total Project Cost: $193,000, Deck Structure Type: Wood or Timber
Structure Number: 715085, Location: APP 7 MI SE NORMAN PARK (Lat: 31.187978, Lng: -83.620239), Route carried "on" structure: County highway 172, Year Built: 1975, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 70 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 105 (year 2032), Features Intersected: BULL CREEK, Facility Carried by Structure: CLARK ROAD
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: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 41.70m (136.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $120,000, Total Project Cost: $193,000, Deck Structure Type: Wood or Timber
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Structure Number: 715106, Location: 9.2 MI SE NORMAN PARK (Lat: 31.202308, Lng: -83.555447), Route carried "on" structure: County highway 212, Year Built: 1950, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 40 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: MILL CREEK, Facility Carried by Structure: JIM SHARP 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: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 41.45m (135.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $119,000, Total Project Cost: $181,000, Deck Structure Type: Wood or Timber
Structure Number: 715106, Location: 9.2 MI SE NORMAN PARK (Lat: 31.202308, Lng: -83.555447), Route carried "on" structure: County highway 212, Year Built: 1950, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 40 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2032), Features Intersected: MILL CREEK, Facility Carried by Structure: JIM SHARP 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: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 41.45m (135.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $119,000, Total Project Cost: $181,000, Deck Structure Type: Wood or Timber
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Structure Number: 715135, Location: APP 1.5 MI SE OF ELLENTON (Lat: 31.167839, Lng: -83.566819), Route carried "on" structure: County highway 278, Year Built: 1973, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BUCK CREEK, Facility Carried by Structure: BUCK CRK CH 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2018
Structure Number: 715135, Location: APP 1.5 MI SE OF ELLENTON (Lat: 31.167839, Lng: -83.566819), Route carried "on" structure: County highway 278, Year Built: 1973, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BUCK CREEK, Facility Carried by Structure: BUCK CRK CH 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2018
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Structure Number: 715168, Location: REED BINGHAM STATE PARK (Lat: 31.160919, Lng: -83.543308), Route carried "on" structure: County highway 437, Year Built: 1973, Status: Posted for load, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: LITTLE RIVER, Facility Carried by Structure: BUCK CRK CH 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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, 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: 24.72m (81.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: March 2018, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $80,000, Total Project Cost: $793,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 715168, Location: REED BINGHAM STATE PARK (Lat: 31.160919, Lng: -83.543308), Route carried "on" structure: County highway 437, Year Built: 1973, Status: Posted for load, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: LITTLE RIVER, Facility Carried by Structure: BUCK CRK CH 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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, 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: 24.72m (81.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: March 2018, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $80,000, Total Project Cost: $793,000, Deck Structure Type: Concrete Cast-file-Place