Bridge Statistics for Newborn, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 79ft / 24.3mTotal length
- $36,718,000Total costs
- 3,007Total average daily traffic
- 63Total average daily truck traffic
- 4,473Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Newborn
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21980-1989
- 21990-1999
- 22000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 33.3%Very good
- 66.7%Good
- Bridge Condition - Superstructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Substructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Channel
- 9.1%Excellent
- 36.4%Very good
- 18.2%Good
- 36.4%Satisfactory
- Bridge Condition - Culverts
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
Find on map >> Show street view
Structure Number: 1595065, Location: 4.6 MI NW OF FARRAR (Lat: 33.497828, Lng: -83.702728), Route carried "on" structure: County highway 227, Year Built: 1986, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: PITTMAN BRANCH, Facility Carried by Structure: DAVIS 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: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000
Structure Number: 1595065, Location: 4.6 MI NW OF FARRAR (Lat: 33.497828, Lng: -83.702728), Route carried "on" structure: County highway 227, Year Built: 1986, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: PITTMAN BRANCH, Facility Carried by Structure: DAVIS 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: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000
Find on map >> Show street view
Structure Number: 159508, Location: 10.2 MI N OF MONTICELLO (Lat: 33.454989, Lng: -83.677408), Route carried "on" structure: County highway 18, Year Built: 2004, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: PITTMAN CREEK, Facility Carried by Structure: CONCORD 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: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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, Inspection Date: July 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $182,000
Structure Number: 159508, Location: 10.2 MI N OF MONTICELLO (Lat: 33.454989, Lng: -83.677408), Route carried "on" structure: County highway 18, Year Built: 2004, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: PITTMAN CREEK, Facility Carried by Structure: CONCORD 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: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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, Inspection Date: July 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $182,000
Find on map >> Show street view
Structure Number: 1595082, Location: 12 MI N OF MONTICELLO (Lat: 33.483297, Lng: -83.687758), Route carried "on" structure: County highway 26, Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: HS 20+Mod, Features Intersected: PITTMAN BRANCH, Facility Carried by Structure: GUY JONES 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: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,552,000, Roadway Improvement Cost: $355,000, Total Project Cost: $5,328,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1595082, Location: 12 MI N OF MONTICELLO (Lat: 33.483297, Lng: -83.687758), Route carried "on" structure: County highway 26, Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: HS 20+Mod, Features Intersected: PITTMAN BRANCH, Facility Carried by Structure: GUY JONES 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: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,552,000, Roadway Improvement Cost: $355,000, Total Project Cost: $5,328,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1595083, Location: 13.1 MI N OF MONTICELLO (Lat: 33.494919, Lng: -83.697289), Route carried "on" structure: County highway 16, Year Built: 2020, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2039), Design Load: HL 93, Features Intersected: PITTMAN BRANCH, Facility Carried by Structure: PITTS CHAPEL 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: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,440,000, Roadway Improvement Cost: $444,000, Total Project Cost: $6,660,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1595083, Location: 13.1 MI N OF MONTICELLO (Lat: 33.494919, Lng: -83.697289), Route carried "on" structure: County highway 16, Year Built: 2020, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2039), Design Load: HL 93, Features Intersected: PITTMAN BRANCH, Facility Carried by Structure: PITTS CHAPEL 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: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,440,000, Roadway Improvement Cost: $444,000, Total Project Cost: $6,660,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2110046, Location: 7 MI SW OF RUTLEDGE (Lat: 33.540019, Lng: -83.671608), Route carried "on" structure: County highway 2153, Year Built: 1991, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 580 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 870 (year 2030), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: NEWBORN 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $29,000, Total Project Cost: $428,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2110046, Location: 7 MI SW OF RUTLEDGE (Lat: 33.540019, Lng: -83.671608), Route carried "on" structure: County highway 2153, Year Built: 1991, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 580 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 870 (year 2030), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: NEWBORN 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $29,000, Total Project Cost: $428,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2115054, Location: 6.5 MI S OF RUTLEDGE (Lat: 33.532328, Lng: -83.633639), Route carried "on" structure: County highway 79, Year Built: 1996, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 140 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2030), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER, Facility Carried by Structure: REESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 43.25m (141.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2115054, Location: 6.5 MI S OF RUTLEDGE (Lat: 33.532328, Lng: -83.633639), Route carried "on" structure: County highway 79, Year Built: 1996, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 140 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2030), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER, Facility Carried by Structure: REESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 43.25m (141.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 211507, Location: 5.4 MI SW OF RUTLEDGE (Lat: 33.556100, Lng: -83.648550), Route carried "on" structure: County highway 58, Year Built: 2007, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 630 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 945 (year 2030), Design Load: HS 20+Mod, Features Intersected: HUNNICUT CREEK, Facility Carried by Structure: KEENCHEEFOONEE ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, 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: 3.0m (9.8ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 211507, Location: 5.4 MI SW OF RUTLEDGE (Lat: 33.556100, Lng: -83.648550), Route carried "on" structure: County highway 58, Year Built: 2007, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 630 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 945 (year 2030), Design Load: HS 20+Mod, Features Intersected: HUNNICUT CREEK, Facility Carried by Structure: KEENCHEEFOONEE ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, 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: 3.0m (9.8ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Find on map >> Show street view
Structure Number: 2115081, Location: 5.9 MI SW OF RUTLEDGE (Lat: 33.556339, Lng: -83.666519), Route carried "on" structure: County highway 2153, Year Built: 2017, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 580 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 870 (year 2030), Features Intersected: LITTLE RIVER, Facility Carried by Structure: NEWBORN 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $11,988,000, Roadway Improvement Cost: $1,199,000, Total Project Cost: $17,982,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2115081, Location: 5.9 MI SW OF RUTLEDGE (Lat: 33.556339, Lng: -83.666519), Route carried "on" structure: County highway 2153, Year Built: 2017, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 580 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 870 (year 2030), Features Intersected: LITTLE RIVER, Facility Carried by Structure: NEWBORN 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $11,988,000, Roadway Improvement Cost: $1,199,000, Total Project Cost: $17,982,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2170048, Location: 2 MI N OF NEWBORN (Lat: 33.546678, Lng: -83.687328), Route carried "on" structure: County highway 1246, Year Built: 1956, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2031), Design Load: H 15, Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, 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: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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, Length Of Structure Improvement: 44.71m (146.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $57,000, Total Project Cost: $862,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2170048, Location: 2 MI N OF NEWBORN (Lat: 33.546678, Lng: -83.687328), Route carried "on" structure: County highway 1246, Year Built: 1956, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2031), Design Load: H 15, Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, 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: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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, Length Of Structure Improvement: 44.71m (146.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $57,000, Total Project Cost: $862,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2175018, Location: .5 MI NE OF MANSFIELD (Lat: 33.541219, Lng: -83.711189), Route carried "on" structure: County highway 132, Year Built: 1980, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: HS 20+Mod, Features Intersected: PATRICK BRANCH, Facility Carried by Structure: SEWELL 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: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000
Structure Number: 2175018, Location: .5 MI NE OF MANSFIELD (Lat: 33.541219, Lng: -83.711189), Route carried "on" structure: County highway 132, Year Built: 1980, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: HS 20+Mod, Features Intersected: PATRICK BRANCH, Facility Carried by Structure: SEWELL 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: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000
Find on map >> Show street view
Structure Number: 2175063, Location: 2 MI N OF NEWBORN (Lat: 33.552100, Lng: -83.701458), Route carried "on" structure: County highway 132, Year Built: 2018, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: SEWELL 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: 6.1m (20.0ft), Skew: 1 degrees, 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: Very good, Operating Rating: 40.8 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 desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,368,000, Roadway Improvement Cost: $237,000, Total Project Cost: $3,552,000 ( Estimate for 2018)
Structure Number: 2175063, Location: 2 MI N OF NEWBORN (Lat: 33.552100, Lng: -83.701458), Route carried "on" structure: County highway 132, Year Built: 2018, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2031), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: SEWELL 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: 6.1m (20.0ft), Skew: 1 degrees, 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: Very good, Operating Rating: 40.8 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 desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,368,000, Roadway Improvement Cost: $237,000, Total Project Cost: $3,552,000 ( Estimate for 2018)