Bridge Statistics for Montgomery, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 11501,  Location: 0.6 M E AL RIVER (Lat: 32.403333,  Lng: -86.300000),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1975,  Status: Open,  Structure Length: 65.35m (214.40ft),  Average Daily Traffic: 16,745 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,432 (year 2033),  Design Load: HS 20,  Features Intersected: L*N RR YARD * STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.041,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 21,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 65.35m (214.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $18,820,000,  Roadway Improvement Cost: $1,882,000,  Total Project Cost: $20,702,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11502,  Location: 0.6 M.E.AL RIVER (Lat: 32.403333,  Lng: -86.300000),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1975,  Status: Open,  Structure Length: 64.98m (213.19ft),  Average Daily Traffic: 16,745 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,432 (year 2033),  Design Load: HS 20,  Features Intersected: L*N RR YARD * STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.041,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 21,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 64.98m (213.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $18,714,000,  Roadway Improvement Cost: $1,871,000,  Total Project Cost: $20,585,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11513,  Location: 0.1 MI N OF MOBILE HWY (Lat: 32.347733,  Lng: -86.340922),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 8,470 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,909 (year 2038),  Design Load: HS 20,  Features Intersected: L*N RR,  Facility Carried by Structure: AIR BASE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.02m (19.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,062,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $2,268,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11514,  Location: 0.1 MI N OF MOBILE HWY (Lat: 32.347939,  Lng: -86.340778),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 8,470 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,909 (year 2038),  Design Load: HS 20,  Features Intersected: L*N RR,  Facility Carried by Structure: AIR BASE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.02m (19.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,062,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $2,268,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11609,  Location: 1.0 MI.S.OF SOU.BYPASS (Lat: 32.306639,  Lng: -86.307606),  Route carried "on" structure: US 331,  Year Built: 1976,  Status: Open,  Structure Length: 23.74m (77.89ft),  Average Daily Traffic: 3,615 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,927 (year 2033),  Design Load: HS 20,  Features Intersected: CATOMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.455,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 17,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 23.74m (77.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $6,674,000,  Roadway Improvement Cost: $667,000,  Total Project Cost: $7,341,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1161,  Location: 1.0 MI.S.OF SOU BYPASS (Lat: 32.306639,  Lng: -86.307347),  Route carried "on" structure: US 331,  Year Built: 1976,  Status: Open,  Structure Length: 23.74m (77.89ft),  Average Daily Traffic: 3,615 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,927 (year 2033),  Design Load: HS 20,  Features Intersected: CATOMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.455,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 17,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 23.74m (77.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $6,674,000,  Roadway Improvement Cost: $667,000,  Total Project Cost: $7,341,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11611,  Location: 0.6 MI.S.OF SOU BYPASS (Lat: 32.312294,  Lng: -86.307686),  Route carried "on" structure: US 331,  Year Built: 1976,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 3,615 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,927 (year 2033),  Design Load: HS 20,  Features Intersected: CATOMA CREEK RELIEF#1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,041,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $2,245,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11612,  Location: 0.6 MI.S.OF SOU BYPASS (Lat: 32.312297,  Lng: -86.307444),  Route carried "on" structure: US 331,  Year Built: 1976,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 3,615 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,927 (year 2033),  Design Load: HS 20,  Features Intersected: CATOMA CREEK RELIEF#1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,041,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $2,245,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11613,  Location: 0.3 MI.S.OF SOU.BYPASS (Lat: 32.317094,  Lng: -86.307731),  Route carried "on" structure: US 331,  Year Built: 1976,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 3,615 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,927 (year 2033),  Design Load: HS 20,  Features Intersected: CATOMA CREEK RELIEF#2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.625,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,328,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,561,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11614,  Location: 0.3 MI.S.OF SOU.BYPASS (Lat: 32.317100,  Lng: -86.307528),  Route carried "on" structure: US 331,  Year Built: 1976,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 3,615 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,927 (year 2033),  Design Load: HS 20,  Features Intersected: CATOMA CREEK RELIEF#2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.625,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,328,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,561,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11621,  Location: 75 FT W OF EASTDALE CIR (Lat: 32.385661,  Lng: -86.209869),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,000 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,160 (year 2038),  Design Load: H 15,  Features Intersected: EASTDALE DITCH,  Facility Carried by Structure: W MALL ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 81.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $983,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,081,000 ( Estimate for 2022)

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Structure Number: 11736,  Location: 0.17 MI N OF EASTERN BLVD (Lat: 32.329106,  Lng: -86.242689),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 12,500 (year 1990),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,766 (year 2038),  Design Load: H 15,  Features Intersected: BALDWIN SLOUGH,  Facility Carried by Structure: MCGEHEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.999,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $705,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $776,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11918,  Location: 1.3 MI E OF WOODLEY RD (Lat: 32.336450,  Lng: -86.251906),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 10,500 (year 1990),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,615 (year 2038),  Design Load: H 15,  Features Intersected: GLADLANE DITCH,  Facility Carried by Structure: MCGEHEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.299,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $954,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,049,000 ( Estimate for 2022)

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Structure Number: 11999,  Location: 250 FT E OF CAROLVILLA DR (Lat: 32.380439,  Lng: -86.214256),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,200 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,530 (year 2038),  Design Load: H 15,  Features Intersected: HOLY WATER CREEK,  Facility Carried by Structure: MASON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $470,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $517,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12001,  Location: 50 FT N OF BETH MANOR DR (Lat: 32.365481,  Lng: -86.244178),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,000 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,201 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: PERRY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $810,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $891,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12032,  Location: 200FT W OF KINGSBURY DR (Lat: 32.338067,  Lng: -86.239908),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 125 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 153 (year 2038),  Design Load: H 15,  Features Intersected: BALDWIN SLOUGH,  Facility Carried by Structure: LIZTAME DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $423,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $465,000 ( Estimate for 2022)

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Structure Number: 12156,  Location: 0.25 MI N OF KNOLLWOOD DR (Lat: 32.316403,  Lng: -86.260917),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 5,000 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,120 (year 2038),  Design Load: HS 20,  Features Intersected: BALDWIN SLOUGH,  Facility Carried by Structure: WOODLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,225,000,  Roadway Improvement Cost: $223,000,  Total Project Cost: $2,448,000 ( Estimate for 2022)

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Structure Number: 12168,  Location: 0.2 MI E OF HALL ST (Lat: 32.374750,  Lng: -86.288306),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 6,500 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,575 (year 2038),  Design Load: HS 20,  Features Intersected: C.OF GA.RR,  Facility Carried by Structure: ADAMS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.099,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,158,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,274,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12379,  Location: 0.8 MI N OF AVON RD (Lat: 32.394069,  Lng: -86.219781),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 300 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 408 (year 2038),  Design Load: H 15,  Features Intersected: WARES FERRY DITCH,  Facility Carried by Structure: HILDA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 84.6 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 minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $390,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $429,000 ( Estimate for 2022)

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Structure Number: 12403,  Location: 200 FT E OF SEMMES DR (Lat: 32.341225,  Lng: -86.238383),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 125 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 126 (year 2038),  Design Load: H 15,  Features Intersected: BALDWIN SLOUGH,  Facility Carried by Structure: SHAMROCK LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $366,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $403,000 ( Estimate for 2022)

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Structure Number: 1243,  Location: AUM INTERCHANGE (Lat: 32.360503,  Lng: -86.171453),  Route carried "on" structure: State highway 271,  Year Built: 1980,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 17,965 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,704 (year 2033),  Design Load: HS 20,  Features Intersected: I85 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.847,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.16m (26.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,021,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $3,323,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12431,  Location: AUM INTERCHANGE (Lat: 32.360500,  Lng: -86.171150),  Route carried "on" structure: State highway 271,  Year Built: 1980,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 17,965 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,704 (year 2033),  Design Load: HS 20,  Features Intersected: I85 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.847,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.16m (26.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,350,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $2,585,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12432,  Location: AUM INTERCHANGE (Lat: 32.362228,  Lng: -86.171508),  Route carried "on" structure: State highway 271,  Year Built: 1980,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 17,965 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,704 (year 2033),  Design Load: HS 20,  Features Intersected: I85 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.958,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.16m (26.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,350,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $2,585,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12433,  Location: AUM INTERCHANGE (Lat: 32.362267,  Lng: -86.171164),  Route carried "on" structure: State highway 271,  Year Built: 1980,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 17,965 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,704 (year 2033),  Design Load: HS 20,  Features Intersected: I85 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.958,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.16m (26.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,021,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $3,323,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12749,  Location: 24.2 MI N OF PIKE CO LINE (Lat: 32.284314,  Lng: -86.222631),  Route carried "on" structure: County highway 3,  Year Built: 1982,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 900 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2041),  Design Load: H 15,  Features Intersected: DRAINAGE RELIEF,  Facility Carried by Structure: WOODLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $942,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,036,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12762,  Location: E. BYPASS AND ATLANTA HWY (Lat: 32.381458,  Lng: -86.210139),  Route carried "on" structure: US 231,  Year Built: 1982,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 20,125 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,427 (year 2033),  Design Load: HS 20,  Features Intersected: AL 108 AND SERVICE ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.084,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.75m (35.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,980,000,  Roadway Improvement Cost: $398,000,  Total Project Cost: $4,378,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12763,  Location: E.BYPASS AND ATLANTA HWY (Lat: 32.381483,  Lng: -86.209967),  Route carried "on" structure: US 231,  Year Built: 1982,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 20,125 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,427 (year 2033),  Design Load: HS 20,  Features Intersected: AL 108 AND SERVICE ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.089,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.75m (35.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,980,000,  Roadway Improvement Cost: $398,000,  Total Project Cost: $4,378,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1279,  Location: 200 FT N OF FAUNSDALE DR (Lat: 32.391008,  Lng: -86.233136),  Route carried "on" structure: City street 37,  Year Built: 1982,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 75 (year 1992),  Average Future Daily Traffic: 151 (year 2038),  Design Load: H 15,  Features Intersected: WARES FERRY DITCH,  Facility Carried by Structure: THOUSAND OAKS DR
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $458,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $504,000 ( Estimate for 2022)

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Structure Number: 12791,  Location: 0.35 MI E OF DALRAIDA RD (Lat: 32.399400,  Lng: -86.239600),  Route carried "on" structure: City street 38,  Year Built: 1982,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 150 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 255 (year 2038),  Design Load: H 15,  Features Intersected: WARES FERRY DITCH,  Facility Carried by Structure: BEARDSLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.599,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $479,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $527,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12795,  Location: 0.05 MI W OF ZELDA RD (Lat: 32.362217,  Lng: -86.266989),  Route carried "on" structure: City street 42,  Year Built: 1982,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 254 (year 2038),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: GATSBY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,711,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $1,882,000 ( Estimate for 2022)

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Structure Number: 13013,  Location: 0.2 MI E OF ANN ST (Lat: 32.364075,  Lng: -86.267742),  Route carried "on" structure: City street 40,  Year Built: 1983,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 6,500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,080 (year 2038),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: ZELDA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.17m (7.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $952,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,047,000 ( Estimate for 2022)

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Structure Number: 13014,  Location: BEHIND STARBUCKS (Lat: 32.353800,  Lng: -86.264600),  Route carried "on" structure: City street 40,  Year Built: 1983,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,080 (year 2038),  Design Load: H 20,  Features Intersected: THREE MILE BRANCH,  Facility Carried by Structure: ZELDA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.099,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,304,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,434,000 ( Estimate for 2022)

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Structure Number: 13051,  Location: 0.6 MI E OF EASTERN BLVD (Lat: 32.341900,  Lng: -86.214100),  Route carried "on" structure: City street 110,  Year Built: 1983,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 16,540 (year 1990),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,207 (year 2038),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.199,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,288,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,417,000 ( Estimate for 2022)

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Structure Number: 13234,  Location: 0.3 MI S OF DAY ST (Lat: 32.365183,  Lng: -86.340086),  Route carried "on" structure: City street 5,  Year Built: 1984,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 200 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 253 (year 2040),  Design Load: H 20,  Features Intersected: WEST END DRAINAGE DITCH,  Facility Carried by Structure: DAY STREET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $388,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $427,000 ( Estimate for 2022)

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Structure Number: 13272,  Location: 250 FT E OF COLISEUM BLVD (Lat: 32.388892,  Lng: -86.256558),  Route carried "on" structure: City street 12,  Year Built: 1984,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 2,500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,060 (year 2038),  Design Load: HS 20,  Features Intersected: THREE MI BRANCH,  Facility Carried by Structure: PELZER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $953,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,048,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 13283,  Location: 1.4 MI S VIG. LP. RD (Lat: 32.282783,  Lng: -86.221486),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 5,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,000 (year 2038),  Design Load: HS 20,  Features Intersected: DRAINAGE RELIEF,  Facility Carried by Structure: WOODLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.5 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,276,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,404,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13284,  Location: 1.7 MI S OF VIG. LP. RD (Lat: 32.278511,  Lng: -86.219222),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 5,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,000 (year 2038),  Design Load: HS 20,  Features Intersected: BARNES SLOUGH,  Facility Carried by Structure: WOODLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.5 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.29m (33.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,116,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,328,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13307,  Location: 200 FT E OF FOREST AVE (Lat: 32.372117,  Lng: -86.286008),  Route carried "on" structure: City street 26,  Year Built: 1984,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 6,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,140 (year 2038),  Design Load: HS 20,  Features Intersected: SOU RR,  Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,450,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $2,695,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13559,  Location: 0.1 MI S OF DAY ST (Lat: 32.367433,  Lng: -86.346689),  Route carried "on" structure: City street 1,  Year Built: 1985,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 130 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 152 (year 2038),  Design Load: HS 20,  Features Intersected: WEST END DITCH,  Facility Carried by Structure: BARNES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $491,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $540,000 ( Estimate for 2022)