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

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Structure Number: 7478,  Location: 200 FT E. OF COLISEUM (Lat: 32.385461,  Lng: -86.256647),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 35,710 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 55,550 (year 2038),  Design Load: HS 20,  Features Intersected: THREE MILE BRANCH,  Facility Carried by Structure: ATLANTA HWY
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 7.500,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,547,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,802,000 ( Estimate for 2022)

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Structure Number: 7703,  Location: BODIFORD POOL RD. (Lat: 31.847089,  Lng: -86.212292),  Route carried "on" structure: County highway 30,  Year Built: 1962,  Status: Posted for load,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 250 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 372 (year 2033),  Design Load: H 10,  Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $1,249,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,374,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7704,  Location: 1.8 MI NW INT CHERO #19 (Lat: 34.046647,  Lng: -85.731114),  Route carried "on" structure: County highway 32,  Year Built: 1962,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 126 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 187 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 7.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 0.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $363,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $399,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7705,  Location: SEC 26, T8N, R21E (Lat: 31.636714,  Lng: -85.923497),  Route carried "on" structure: County highway 33,  Year Built: 1962,  Status: Posted for load,  Structure Length: 15.58m (51.12ft),  Average Daily Traffic: 285 (year 2001),  Truck Traffic: 8%,  Average Future Daily Traffic: 400 (year 2035),  Design Load: H 10,  Features Intersected: WHITE WATER CREEK
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: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 16.34m (53.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: November 2020,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,577,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $2,835,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7996,  Location: 1.2 MI N OF US 231 (Lat: 32.319108,  Lng: -86.204506),  Route carried "on" structure: City street 43,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,000 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,515 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: BELL RD
Minimum Vertical Clearance: 9.00m (29.53ft),  Kilometerpoint: 1.799,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $349,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $384,000 ( Estimate for 2022)

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Structure Number: 8255,  Location: 0.4 MI.N.OF TROY HWY (Lat: 32.328308,  Lng: -86.235086),  Route carried "on" structure: US 80,  Year Built: 1964,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 19,395 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,780 (year 2031),  Design Load: HS 20,  Features Intersected: Christine Elizabeth Curv,  Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.551,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $983,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,081,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8256,  Location: 0.4 MI.N.OF TROY HWY (Lat: 32.328197,  Lng: -86.234947),  Route carried "on" structure: US 80,  Year Built: 1964,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 19,395 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,780 (year 2031),  Design Load: HS 20,  Features Intersected: SERVICE ROAD,  Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.551,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $983,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,081,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8257,  Location: E BYPASS * I-85 INTERCHAN (Lat: 32.362228,  Lng: -86.214100),  Route carried "on" structure: US 80,  Year Built: 1964,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 23,430 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,395 (year 2031),  Design Load: HS 20,  Features Intersected: I 85 NBL,  Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.890,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,550,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,805,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8258,  Location: E.BYPASS AND I85 INTERCHE (Lat: 32.362219,  Lng: -86.213789),  Route carried "on" structure: US 80,  Year Built: 1964,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 23,430 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,395 (year 2031),  Design Load: HS 20,  Features Intersected: I85 NBL,  Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.890,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,550,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,805,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8259,  Location: E.BYPASS AND I85 INTERCHE (Lat: 32.363061,  Lng: -86.213633),  Route carried "on" structure: US 80,  Year Built: 1964,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 28,770 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,209 (year 2033),  Design Load: HS 20,  Features Intersected: I85 SBL,  Facility Carried by Structure: AL9 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.056,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,550,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,805,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 826,  Location: E.BYPASS AND I85 INTERCHE (Lat: 32.363044,  Lng: -86.213336),  Route carried "on" structure: US 80,  Year Built: 1964,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 28,770 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,209 (year 2033),  Design Load: HS 20,  Features Intersected: I85 SBL,  Facility Carried by Structure: AL9 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.056,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,550,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,805,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8288,  Location: PINTLALA CREEK AT CO LINE (Lat: 32.338842,  Lng: -86.479556),  Route carried "on" structure: County highway 18,  Year Built: 1954,  Status: Posted for load,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 2,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2041),  Design Load: H 15,  Features Intersected: PINTLALA CREEK,  Facility Carried by Structure: OLD SELMA RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 16.07m (52.72ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Underwater Inspection Date: May 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $2,755,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $3,031,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 83,  Location: 200FT S OF RAY DR (Lat: 32.390242,  Lng: -86.230964),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 250 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 357 (year 2038),  Design Load: H 15,  Features Intersected: WARES FERRY DITCH,  Facility Carried by Structure: FRESNO LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  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: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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: 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: June 2020,  Bridge Improvement Cost: $627,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $690,000 ( Estimate for 2022)

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Structure Number: 8302,  Location: 200FT S OF RAY DR (Lat: 32.389619,  Lng: -86.225650),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 612 (year 2038),  Design Load: H 15,  Features Intersected: WARES FERRY DITCH,  Facility Carried by Structure: JULE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 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,  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: June 2020,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $516,000 ( Estimate for 2022)

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Structure Number: 8305,  Location: 200 FT S OF EASTDALE DR (Lat: 32.385344,  Lng: -86.199214),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 4,500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,100 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: N BURBANK DR
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.200,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,349,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $1,484,000 ( Estimate for 2022)

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Structure Number: 8405,  Location: 0.2 MI W OF NARROW LANE (Lat: 32.307850,  Lng: -86.283106),  Route carried "on" structure: County highway 80,  Year Built: 1964,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 600 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,100 (year 2038),  Design Load: H 20,  Features Intersected: HANNON SLOUGH,  Facility Carried by Structure: SEIBELS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  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: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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 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: $1,106,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,217,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8582,  Location: 2.2 MI.N.OF TYSON RD (Lat: 32.221486,  Lng: -86.394942),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 16,060 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 20,347 (year 2033),  Design Load: HS 20,  Features Intersected: PINTLALA CRK.RELIEF NO.1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.312,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 26.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,312,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8583,  Location: 2.2 MI N OF TYSON RD (Lat: 32.222111,  Lng: -86.395650),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 16,060 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 20,347 (year 2033),  Design Load: HS 20,  Features Intersected: PINTLALA CRK RELIEF NO.1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.312,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,312,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8584,  Location: 2.4 MI.N.OF TYSON RD. (Lat: 32.223944,  Lng: -86.392219),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 16,060 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 20,347 (year 2033),  Design Load: HS 20,  Features Intersected: PINTLALA CRK.RELIEF NO 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.680,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,312,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8585,  Location: 2.4 MI.N.OF TYSON RD. (Lat: 32.224497,  Lng: -86.392947),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 16,060 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 20,347 (year 2033),  Design Load: HS 20,  Features Intersected: PINTLALA CRK.RELIEF NO 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.680,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,312,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8586,  Location: 2.6 MI.N.OF TYSON RD. (Lat: 32.226317,  Lng: -86.389533),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 16,060 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 20,347 (year 2033),  Design Load: HS 20,  Features Intersected: PINTLALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.057,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $2,842,000,  Roadway Improvement Cost: $284,000,  Total Project Cost: $3,126,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 859,  Location: 2.5 MI.S.OF US.31 (Lat: 32.236667,  Lng: -86.378333),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 16,060 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 20,347 (year 2033),  Design Load: H 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.505,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 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: Satisfactory,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $673,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $740,000 ( Estimate for 2022)

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Structure Number: 8591,  Location: 2.5 MI.S.OF US 31 (Lat: 32.236667,  Lng: -86.378333),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 16,060 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 20,347 (year 2033),  Design Load: H 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.505,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 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: Satisfactory,  Operating Rating: 35.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $618,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $680,000 ( Estimate for 2022)

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Structure Number: 8592,  Location: 1.1 MI.S.OF US 31 (Lat: 32.253333,  Lng: -86.365000),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 32,120 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 40,694 (year 2033),  Design Load: H 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 261.900,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 16 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,601,000,  Roadway Improvement Cost: $260,000,  Total Project Cost: $2,861,000 ( Estimate for 2022)

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Structure Number: 8606,  Location: 0.8 MI N OF I65 (Lat: 32.367806,  Lng: -86.308739),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 13,541 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,016 (year 2028),  Design Load: HS 20,  Features Intersected: I85,  Facility Carried by Structure: S COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.861,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.01m (26.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,132,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $3,445,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8607,  Location: 0.8 MI N OF I65 (Lat: 32.367822,  Lng: -86.307064),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 36,581 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 69,194 (year 2028),  Design Load: HS 20,  Features Intersected: I85,  Facility Carried by Structure: S PERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.659,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.01m (26.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,132,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $3,445,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8608,  Location: 1.03 MI.N.OF E.BYPASS (Lat: 32.361742,  Lng: -86.197208),  Route carried "on" structure: Interstate 85,  Year Built: 1965,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 42,250 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 55,684 (year 2033),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.229,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable 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 2021,  Bridge Improvement Cost: $658,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $724,000 ( Estimate for 2022)

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Structure Number: 8609,  Location: 1.03 MI.N.OF E.BYPASS (Lat: 32.361908,  Lng: -86.196975),  Route carried "on" structure: Interstate 85,  Year Built: 1965,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 42,250 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 55,684 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.229,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 14 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: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $830,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $913,000 ( Estimate for 2022)

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Structure Number: 8671,  Location: 200 FT W OF PLANTERS RD (Lat: 32.396903,  Lng: -86.219014),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 590 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,616 (year 2038),  Design Load: H 15,  Features Intersected: HOLY WATER CREEK,  Facility Carried by Structure: GROVELAND DR
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: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 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: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $778,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $856,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8673,  Location: 3.5 MI W OF MERIWETHER RD (Lat: 32.305000,  Lng: -86.211667),  Route carried "on" structure: US 82,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 16,370 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 21,195 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.161,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 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: Good,  Culverts: Satisfactory,  Operating Rating: 78.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: October 2021,  Bridge Improvement Cost: $1,008,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,109,000 ( Estimate for 2022)

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Structure Number: 8674,  Location: 2.9 MI W OF MERIWETHER RD (Lat: 32.300606,  Lng: -86.203486),  Route carried "on" structure: US 82,  Year Built: 1965,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 16,370 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 21,195 (year 2033),  Design Load: H 15,  Features Intersected: BROWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 260.020,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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: 2.69m (8.83ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Bridge Improvement Cost: $2,051,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $2,256,000 ( Estimate for 2022)

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Structure Number: 8675,  Location: 1.9 MI W OF MERIWETHER RD (Lat: 32.292003,  Lng: -86.190850),  Route carried "on" structure: US 82,  Year Built: 1965,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 11,830 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,317 (year 2033),  Design Load: HS 20,  Features Intersected: JENKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.615,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 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: 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: October 2021,  Bridge Improvement Cost: $1,703,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $1,873,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8685,  Location: 500 FT.S.OF WARES FERRY R (Lat: 32.389858,  Lng: -86.211053),  Route carried "on" structure: US 231,  Year Built: 1965,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 18,150 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,736 (year 2033),  Design Load: HS 20,  Features Intersected: CSX RR AND SERVICE ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.027,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.84m (25.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,612,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $1,773,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8686,  Location: 500 FT.S. OF WARES FERRY (Lat: 32.389822,  Lng: -86.210844),  Route carried "on" structure: US 231,  Year Built: 1965,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 18,150 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,736 (year 2033),  Design Load: HS 20,  Features Intersected: CSX RR AND SERVICE ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.027,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.84m (25.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,612,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $1,773,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8687,  Location: 0.5 MI.N. OF ATLANTA HWY (Lat: 32.391161,  Lng: -86.211206),  Route carried "on" structure: US 231,  Year Built: 1965,  Status: Open,  Structure Length: 4.44m (14.57ft),  Average Daily Traffic: 18,150 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,736 (year 2033),  Design Load: HS 20,  Features Intersected: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.172,  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: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.6 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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,118,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,230,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8688,  Location: 0.5 MI.N. OF ATLANTA HWY (Lat: 32.391219,  Lng: -86.210964),  Route carried "on" structure: US 231,  Year Built: 1965,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 18,150 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,736 (year 2033),  Design Load: HS 20,  Features Intersected: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.172,  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: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.6 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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.44m (17.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,119,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,231,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8715,  Location: 0.3 MI E OF N RIPLEY ST (Lat: 32.382661,  Lng: -86.293556),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 6,000 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,630 (year 2038),  Design Load: H 15,  Features Intersected: C.OF GA. RR,  Facility Carried by Structure: UPPER WETUMPKA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.75m (18.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,341,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $1,475,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8716,  Location: 0.3 MI E OF N RIPLEY ST (Lat: 32.382575,  Lng: -86.293489),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 6,000 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,630 (year 2038),  Design Load: H 15,  Features Intersected: C.OF GA.RR,  Facility Carried by Structure: UPPER WETUMPKA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.75m (18.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,420,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $1,562,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8742,  Location: 250FT E OF NOTTINGHAM RD (Lat: 32.377364,  Lng: -86.249319),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 400 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2038),  Design Load: H 15,  Features Intersected: SHERWOOD DITCH,  Facility Carried by Structure: ROBBINS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $413,000 ( Estimate for 2022)