Bridge Statistics for Warner Robins, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1530015,  Location: 2.5 MI SW OF CENTERVILLE (Lat: 32.604503,  Lng: -83.714003),  Route carried "on" structure: US 41,  Year Built: 1928,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 9,040 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,560 (year 2032),  Design Load: H 15,  Features Intersected: SANDY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.015,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $223,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $334,000

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Structure Number: 1530026,  Location: 2.8 MI E OF BONAIRE (Lat: 32.543100,  Lng: -83.549497),  Route carried "on" structure: State highway 96,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 7,830 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,745 (year 2032),  Design Load: H 15,  Features Intersected: OCMULGEE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,328,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,993,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1530027,  Location: 3.2 MI E OF BONAIRE (Lat: 32.542908,  Lng: -83.543339),  Route carried "on" structure: State highway 96,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 7,830 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,745 (year 2032),  Design Load: H 15,  Features Intersected: OCMULGEE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,461,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $2,192,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1530028,  Location: 3.3 MI E OF BONAIRE (Lat: 32.542689,  Lng: -83.536808),  Route carried "on" structure: State highway 96,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 32.13m (105.41ft),  Average Daily Traffic: 7,830 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,745 (year 2032),  Design Load: H 15,  Features Intersected: OCMULGEE RIVER,  Facility Carried by Structure: M.F.&J.D. BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $4,118,000,  Roadway Improvement Cost: $412,000,  Total Project Cost: $6,177,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1530036,  Location: SE WARNER ROBINS (Lat: 32.576831,  Lng: -83.589503),  Route carried "on" structure: US 129,  Year Built: 1981,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 26,910 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,365 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SANDY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  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: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $725,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,087,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Bituminous

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Structure Number: 1530037,  Location: NORTH - WARNER ROBINS (Lat: 32.664189,  Lng: -83.619328),  Route carried "on" structure: US 129,  Year Built: 1953,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 25,060 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,590 (year 2032),  Design Load: HS 20,  Features Intersected: ECHECONNEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.015,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 18.84m (61.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $1,571,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,356,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1530039,  Location: WARNER ROBINS -CENTER (Lat: 32.618350,  Lng: -83.651589),  Route carried "on" structure: Ramp State highway 247,  Year Built: 1963,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 28,310 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,465 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BAY GALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $394,000

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Structure Number: 1530059,  Location: .1 MI S OF WARNER ROBINS (Lat: 32.575631,  Lng: -83.663239),  Route carried "on" structure: City street 5121,  Year Built: 1983,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 15,100 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,650 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SANDY RUN CREEK,  Facility Carried by Structure: HOUSTON LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $725,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,087,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1530063,  Location: 5 MI W OF WARNER ROBINS (Lat: 32.634939,  Lng: -83.710639),  Route carried "on" structure: County highway 1508,  Year Built: 1956,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,795 (year 2032),  Design Load: H 15,  Features Intersected: BAY GALL CREEK TRIB,  Facility Carried by Structure: WHITE 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: 6.7m (22.0ft),  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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 1530064,  Location: WARNER ROBINS - SE SECT. (Lat: 32.593728,  Lng: -83.619658),  Route carried "on" structure: City street 762,  Year Built: 1978,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 22,470 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,705 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BAY GALL CREEK,  Facility Carried by Structure: R.B. RUSSELL PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,137,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,705,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1530065,  Location: WARNER ROBINS - SE SECT. (Lat: 32.593803,  Lng: -83.594086),  Route carried "on" structure: City street 762,  Year Built: 1978,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 19,760 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,640 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD,  Facility Carried by Structure: R. B. RUSSELL PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,274,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,912,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1530067,  Location: WARNER ROBINS - SE SECT. (Lat: 32.593408,  Lng: -83.590906),  Route carried "on" structure: City street 762,  Year Built: 1975,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 22,470 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,705 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 247 (US 129),  Facility Carried by Structure: R. B. RUSSELL PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 33.9m (111.2ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,485,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $2,228,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 153007,  Location: 2.5 MI S OF PERRY (Lat: 32.426808,  Lng: -83.714058),  Route carried "on" structure: State highway 224,  Year Built: 1976,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,900 (year 2012),  Truck Traffic: 18%,  Average Future Daily Traffic: 4,350 (year 2032),  Design Load: HS 15,  Features Intersected: FLAT CREEK,  Facility Carried by Structure: LARRY WALKER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 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: 1530072,  Location: WARNER ROBINS-WESTSIDE (Lat: 32.629078,  Lng: -83.605722),  Route carried "on" structure: City street 5103,  Year Built: 1972,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,140 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,210 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BAY GALL CREEK TRIB.,  Facility Carried by Structure: GREEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $187,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $281,000

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Structure Number: 1530073,  Location: WARNER ROBINS-WESTSIDE (Lat: 32.631789,  Lng: -83.668519),  Route carried "on" structure: City street 5105,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,680 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,020 (year 2032),  Design Load: H 15,  Features Intersected: BAY GALL CREEK,  Facility Carried by Structure: ELBERTA-CENTERVLLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal 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 minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 1530076,  Location: WARNER ROBINS-WESTSIDE (Lat: 32.615069,  Lng: -83.648819),  Route carried "on" structure: City street 5116,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,570 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,855 (year 2032),  Design Load: H 15,  Features Intersected: BAY GALL CREEK,  Facility Carried by Structure: CORDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.7m (8.9ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 1530077,  Location: 4 MI S OF WARNER ROBINS (Lat: 32.572369,  Lng: -83.609308),  Route carried "on" structure: City street 5119,  Year Built: 1976,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,610 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,915 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SANDY RUN CREEK TRIB.,  Facility Carried by Structure: SANDY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 153008,  Location: WARNER ROBINS-SOUTHSIDE (Lat: 32.583819,  Lng: -83.623294),  Route carried "on" structure: City street 5108,  Year Built: 1988,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 12,180 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,270 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SANDY RUN CREEK,  Facility Carried by Structure: MOODY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $586,000

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Structure Number: 1530083,  Location: WEST - WARNER ROBINS (Lat: 32.631061,  Lng: -83.668028),  Route carried "on" structure: City street 5126,  Year Built: 1984,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,950 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,925 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BAY GALL CREEK,  Facility Carried by Structure: CARL VINSON PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000

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Structure Number: 153009,  Location: 3.5 MI W OF PERRY (Lat: 32.485778,  Lng: -83.781608),  Route carried "on" structure: US 341,  Year Built: 1994,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 5,960 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,940 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $516,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $774,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1530094,  Location: NORTH WARNER ROBINS (Lat: 32.664200,  Lng: -83.619569),  Route carried "on" structure: US 129,  Year Built: 1995,  Status: Open,  Structure Length: 13.26m (43.50ft),  Average Daily Traffic: 25,060 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,590 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ECHECONNEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.015,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $1,700,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $2,549,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 153501,  Location: 4 MI SE OF ELKO (Lat: 32.297278,  Lng: -83.643989),  Route carried "on" structure: County highway 233,  Year Built: 1963,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: BIG CREEK,  Facility Carried by Structure: CO LINE CHURCH 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: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 43.31m (142.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $586,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1535015,  Location: WARNER ROBINS-WESTSIDE (Lat: 32.612858,  Lng: -83.648608),  Route carried "on" structure: City street 372,  Year Built: 1980,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 110 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 165 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BAY GALL CREEK,  Facility Carried by Structure: SPRUCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $258,000

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Structure Number: 1535018,  Location: WARNER ROBINS-EASTSIDE (Lat: 32.627939,  Lng: -83.606758),  Route carried "on" structure: City street 182,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,140 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,710 (year 2032),  Design Load: H 15,  Features Intersected: BAY GALL CREEK TRIB.,  Facility Carried by Structure: MYRTLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $224,000

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Structure Number: 153502,  Location: IN CENTERVILLE (Lat: 32.623511,  Lng: -83.659606),  Route carried "on" structure: City street 97,  Year Built: 1995,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,610 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,415 (year 2032),  Design Load: H 15,  Features Intersected: BAY GALL CREEK,  Facility Carried by Structure: KNODISHALL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 1535022,  Location: 2 MI S OF CENTERVILLE (Lat: 32.599439,  Lng: -83.692769),  Route carried "on" structure: County highway 618,  Year Built: 1985,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,010 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,515 (year 2032),  Design Load: H 15,  Features Intersected: SANDY RUN CREEK,  Facility Carried by Structure: SMOKE RISE DRIVE
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: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $229,000

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Structure Number: 1535023,  Location: SOUTH WARNER ROBINS (Lat: 32.585028,  Lng: -83.648269),  Route carried "on" structure: County highway 649,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 180 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 270 (year 2032),  Design Load: H 15,  Features Intersected: SANDY RUN CREEK TRIB.,  Facility Carried by Structure: SPRINGWOOD DRIVE
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: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000

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Structure Number: 1535024,  Location: W SIDE OF WARNER ROBINS (Lat: 32.613464,  Lng: -83.651897),  Route carried "on" structure: City street 5116,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 10,570 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,855 (year 2032),  Design Load: H 15,  Features Intersected: BAY GALL CREEK TRIB.,  Facility Carried by Structure: CORDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.7m (8.9ft)

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 minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 1535025,  Location: WARNER ROBINS-WESTSIDE (Lat: 32.611039,  Lng: -83.647569),  Route carried "on" structure: City street 5124,  Year Built: 1995,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 380 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 570 (year 2032),  Design Load: H 15,  Features Intersected: BAY GALL CREEK,  Facility Carried by Structure: WOODLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal 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: 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,  Inspection Date: August 2021,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $199,000

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Structure Number: 1535026,  Location: WEST - WARNER ROBINS (Lat: 32.610492,  Lng: -83.667692),  Route carried "on" structure: City street 5126,  Year Built: 1984,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,770 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,655 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BAY GALL CREEK TRIB.,  Facility Carried by Structure: CARL VINSON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $256,000

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Structure Number: 1535035,  Location: IN WARNER ROBINS CTY LMT (Lat: 32.596219,  Lng: -83.620178),  Route carried "on" structure: City street 5108,  Year Built: 2001,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 5,880 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,820 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BAY GALL CREEK,  Facility Carried by Structure: MOODY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $796,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,193,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1535036,  Location: CENTER OF WARNER ROBINS (Lat: 32.619258,  Lng: -83.652269),  Route carried "on" structure: City street 700,  Year Built: 1963,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 680 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,020 (year 2032),  Design Load: H 15,  Features Intersected: BAY GALL CREEK,  Facility Carried by Structure: OLYMPIA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $217,000

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Structure Number: 1535037,  Location: 3.5 MI S OF CENTERVILLE (Lat: 32.587219,  Lng: -83.682989),  Route carried "on" structure: City street 919,  Year Built: 2004,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 18,180 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,270 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BEULAH BRANCH TRIB,  Facility Carried by Structure: RICHARD RUSSEL EXT
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: 10.1m (33.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,407,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,110,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1535038,  Location: 3.5 MI S OF CENTERVILLE (Lat: 32.587419,  Lng: -83.683158),  Route carried "on" structure: City street 919,  Year Built: 2003,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 18,180 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,270 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BEULAH BRANCH TRIB,  Facility Carried by Structure: RICHARD RUSSEL EXT
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: 10.1m (33.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,407,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,110,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 153504,  Location: 4.5 MI. SW OF PERRY (Lat: 32.404869,  Lng: -83.821500),  Route carried "on" structure: County highway 213,  Year Built: 2008,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FLAT CRK.,  Facility Carried by Structure: TOOMER 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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $369,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1535041,  Location: NORTHERN WARNER ROBINS (Lat: 32.645758,  Lng: -83.620350),  Route carried "on" structure: County highway 4431,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 940 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,410 (year 2032),  Design Load: H 15,  Features Intersected: SANDY MOUNT CREEK,  Facility Carried by Structure: KEITH RD.
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: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000

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Structure Number: 1535046,  Location: WARNER ROBINS-WESTSIDE (Lat: 32.605942,  Lng: -83.637631),  Route carried "on" structure: City street 5106,  Year Built: 2011,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 6,780 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,170 (year 2032),  Design Load: H 15,  Features Intersected: BAY GALL CREEK,  Facility Carried by Structure: KIMBERLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $188,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $281,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1535051,  Location: 0.5 MI W OF BONAIRE (Lat: 32.552117,  Lng: -83.597547),  Route carried "on" structure: State highway 96,  Year Built: 2016,  Status: Open,  Structure Length: 5.90m (19.36ft),  Average Daily Traffic: 7,830 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,745 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 247
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $17,168,000,  Roadway Improvement Cost: $1,717,000,  Total Project Cost: $25,752,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 225001,  Location: 3.1 MI SSE OF BYRON (Lat: 32.612450,  Lng: -83.742850),  Route carried "on" structure: Ramp State highway 247,  Year Built: 1962,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 18,750 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,125 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-75 (EXIT 146) @ 146.12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,755,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,632,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2250011,  Location: 3 MI SSE OF BYRON (Lat: 32.614669,  Lng: -83.738900),  Route carried "on" structure: Ramp State highway 247,  Year Built: 1950,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 18,750 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,125 (year 2031),  Design Load: H 15,  Features Intersected: SANDY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $341,000

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Structure Number: 2250015,  Location: 5 MI S OF BYRON (Lat: 32.578128,  Lng: -83.743497),  Route carried "on" structure: County highway 1149,  Year Built: 1962,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 990 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,485 (year 2031),  Design Load: HS 15,  Features Intersected: I-75 @ 143.75,  Facility Carried by Structure: LAKEVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $805,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,207,000,  Deck Structure Type: Concrete Cast-file-Place