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

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Structure Number: 69,  Location: 1.8 MI E CO58 AT SILVER R (Lat: 33.566875,  Lng: -85.884739),  Route carried "on" structure: County highway 128,  Year Built: 1912,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 430 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 565 (year 2038),  Design Load: H 10,  Features Intersected: SILVER RUN CREEK,  Facility Carried by Structure: CO. RD.044 COBB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $198,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $218,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 137,  Location: 1.4 MI S OF US 280 (Lat: 32.880000,  Lng: -85.805000),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2041),  Design Load: H 15,  Features Intersected: MANOY CREEK,  Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.399,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.31m (10.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $522,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $574,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 573,  Location: 2.5 MI W JCT I-20 (Lat: 33.618833,  Lng: -85.758333),  Route carried "on" structure: US 78,  Year Built: 1929,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 10,218 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,025 (year 2039),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.737,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $263,000 ( Estimate for 2022)

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Structure Number: 583,  Location: 0.1 MI WEST JCT SR 202 (Lat: 33.603400,  Lng: -85.998500),  Route carried "on" structure: US 78,  Year Built: 1929,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 9,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,580 (year 2040),  Design Load: H 15,  Features Intersected: EASTABOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.695,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $332,000 ( Estimate for 2022)

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Structure Number: 695,  Location: 2 MI EAST JCT US 78 (Lat: 33.612436,  Lng: -85.962889),  Route carried "on" structure: City street MU202,  Year Built: 1929,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,120 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,390 (year 2041),  Design Load: H 15,  Features Intersected: EASTABOGA CREEK,  Facility Carried by Structure: OLD SR 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.238,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $473,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $520,000 ( Estimate for 2022)

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Structure Number: 986,  Location: 3.3 MI N JCT SR 35 (Lat: 34.591547,  Lng: -85.918467),  Route carried "on" structure: County highway 47,  Year Built: 1932,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,040 (year 1989),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,270 (year 2040),  Design Load: H 15,  Features Intersected: KIRBY 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),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $554,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $609,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 137,  Location: Cecile Dr/.1 mi N US78 (Lat: 33.596858,  Lng: -85.923350),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 525 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 625 (year 2041),  Features Intersected: COLDWATER CREEK,  Facility Carried by Structure: CECILE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $230,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1795,  Location: 2.3 M N JCT SR 67 & SR 36 (Lat: 34.466656,  Lng: -86.788547),  Route carried "on" structure: State highway 67,  Year Built: 1938,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 5,600 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,265 (year 2033),  Design Load: H 15,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.500,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.11m (16.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $946,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,041,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1812,  Location: 1823 FT N JCT 1092 (Lat: 34.164458,  Lng: -86.281394),  Route carried "on" structure: County highway 93,  Year Built: 1970,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 75 (year 1994),  Average Future Daily Traffic: 125 (year 2040),  Design Load: H 15,  Features Intersected: BIG MUD CREEK,  Facility Carried by Structure: COUNTY HIGHWAY109
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: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $370,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 2634,  Location: 0.9 MI N JCT CO 96 (Lat: 33.503333,  Lng: -86.004722),  Route carried "on" structure: State highway 21,  Year Built: 1933,  Year Reconstructed: 1942,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 11,265 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,771 (year 2039),  Design Load: H 15,  Features Intersected: CHEAHA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 383.257,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.76m (32.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,606,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $1,767,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2685,  Location: 2.5 MI S OF OXFORD (Lat: 33.565444,  Lng: -85.862194),  Route carried "on" structure: State highway 21,  Year Built: 1942,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 5,698 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,977 (year 2039),  Design Load: H 15,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 398.311,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $647,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $712,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2984,  Location: 7.5 MI W JCT SR 9 (Lat: 33.604567,  Lng: -85.717478),  Route carried "on" structure: US 431,  Year Built: 1930,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 6,673 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,342 (year 2039),  Design Load: H 15,  Features Intersected: JACKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 354.534,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $348,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $383,000 ( Estimate for 2022)

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Structure Number: 3004,  Location: 8 MI W JCT SR 9 (Lat: 33.610469,  Lng: -85.722831),  Route carried "on" structure: US 431,  Year Built: 1947,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,088 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,811 (year 2039),  Design Load: H 15,  Features Intersected: JACKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 355.395,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $1,058,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,164,000 ( Estimate for 2022)

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Structure Number: 4275,  Location: .1 MI EAST JCT OLD SR 202 (Lat: 33.603200,  Lng: -85.993500),  Route carried "on" structure: US 78,  Year Built: 1952,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 4,757 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,659 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 242.192,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,551,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $1,706,000 ( Estimate for 2022)

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Structure Number: 4276,  Location: 4.2 MI EAST JCT SR 202 (Lat: 33.596278,  Lng: -85.923500),  Route carried "on" structure: US 78,  Year Built: 1952,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 10,314 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,440 (year 2040),  Design Load: HS 20,  Features Intersected: COLDWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.817,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,403,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,543,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4772,  Location: Fship Rd /.5 MI E AL 21 (Lat: 33.870000,  Lng: -85.758333),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,089 (year 2040),  Design Load: H 15,  Features Intersected: CHOCCOLOCCO CREEK,  Facility Carried by Structure: FRIENDSHIP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.11m (16.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $946,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,041,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4773,  Location: Fship Rd/.7 MI E AL 21 (Lat: 33.598333,  Lng: -85.823333),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,089 (year 2040),  Design Load: H 15,  Features Intersected: CHOCCOLOCCO CREEK RELIEF,  Facility Carried by Structure: FRIENDSHIP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.698,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,344,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $1,478,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4774,  Location: Fship Rd/.9 MI E AL 21 (Lat: 33.596667,  Lng: -85.821667),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 11,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,089 (year 2038),  Design Load: H 15,  Features Intersected: CHOCCOLOCCO CREEK RELIEF,  Facility Carried by Structure: FRIENDSHIP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,149,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,264,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5314,  Location: 1 MI S STATE 21 AT ANTIOC (Lat: 33.560000,  Lng: -85.851667),  Route carried "on" structure: County highway 135,  Year Built: 1955,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,475 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,020 (year 2038),  Design Load: H 20,  Features Intersected: DRY BRCH TO CHOCCOLOCCO
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: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $378,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $416,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5756,  Location: 0.6 MI NO JCT US 78 (Lat: 33.619353,  Lng: -85.828300),  Route carried "on" structure: State highway 21,  Year Built: 1957,  Status: Open,  Structure Length: 15.58m (51.12ft),  Average Daily Traffic: 14,940 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,916 (year 2039),  Design Load: HS 20,  Features Intersected: N.SOUTH. RR/SNOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 404.476,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.7 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.35m (53.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,811,000,  Roadway Improvement Cost: $381,000,  Total Project Cost: $4,192,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5757,  Location: 0.6 MI NO JCT US 78 (Lat: 33.618889,  Lng: -85.828028),  Route carried "on" structure: State highway 21,  Year Built: 1957,  Status: Open,  Structure Length: 17.11m (56.14ft),  Average Daily Traffic: 14,940 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,916 (year 2039),  Design Load: HS 20,  Features Intersected: N.SOUTH RR/SNOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 404.428,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.83m (58.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,156,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $4,572,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5958,  Location: 0.5 MI S I20 (Lat: 33.582214,  Lng: -85.905661),  Route carried "on" structure: County highway 58,  Year Built: 1957,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 173 (year 2018),  Average Future Daily Traffic: 230 (year 2038),  Features Intersected: CHOCCOLOCCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $401,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $441,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 7924,  Location: 1.9 MI E AL 21 (Lat: 33.593333,  Lng: -85.815000),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,000 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: FRIENDSHIP RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  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: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $383,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $421,000 ( Estimate for 2022)

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Structure Number: 8546,  Location: EXIT 173 (EASTABOGA) (Lat: 33.581322,  Lng: -86.023775),  Route carried "on" structure: County highway 93,  Year Built: 1965,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 3,288 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,603 (year 2039),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.989,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.11m (29.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,625,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $1,788,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8547,  Location: 4.5 MI E EXT 173 (Lat: 33.580158,  Lng: -85.948031),  Route carried "on" structure: County highway 129,  Year Built: 1965,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 421 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 589 (year 2039),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.459,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.55m (28.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,524,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $1,676,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9222,  Location: 2.3 MI W JCT SR 21 (Lat: 33.590125,  Lng: -85.865617),  Route carried "on" structure: County highway 109,  Year Built: 1967,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 2,971 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,159 (year 2038),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.219,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.57m (37.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,063,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $2,269,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9231,  Location: EXIT 179-PRIEBES MILL (Lat: 33.583617,  Lng: -85.925847),  Route carried "on" structure: County highway 47,  Year Built: 1967,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 11,641 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,297 (year 2040),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 179.780,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.5 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.57m (37.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,302,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $2,532,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9234,  Location: 2.0 MI E EXIT 179 (Lat: 33.584800,  Lng: -85.889458),  Route carried "on" structure: County highway 103,  Year Built: 1967,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 1,550 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,700 (year 2039),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.980,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.5 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 8.55m (28.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,524,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $1,676,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9235,  Location: 2.1 MI E EXIT 179 (Lat: 33.585189,  Lng: -85.888242),  Route carried "on" structure: Interstate 20,  Year Built: 1967,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 37,382 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 52,335 (year 2040),  Design Load: HS 20,  Features Intersected: SNOWS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 292.896,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  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: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,648,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,813,000 ( Estimate for 2022)

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Structure Number: 9505,  Location: 0.6 MI W JCT US 431 (Lat: 33.617036,  Lng: -85.733569),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 19,747 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 27,646 (year 2040),  Design Load: HS 20,  Features Intersected: CHOCCOLOCCO CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 307.832,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.28m (43.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $3,824,000,  Roadway Improvement Cost: $382,000,  Total Project Cost: $4,206,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9506,  Location: 0.6 MI W JCT US 431 (Lat: 33.616803,  Lng: -85.733692),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 19,747 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 27,646 (year 2040),  Design Load: HS 20,  Features Intersected: CHOCCOLOCCO CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 307.832,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.28m (43.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $3,824,000,  Roadway Improvement Cost: $382,000,  Total Project Cost: $4,206,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9507,  Location: 0.4 MI W JCT US 431 (Lat: 33.617428,  Lng: -85.729647),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 18,518 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 25,925 (year 2039),  Design Load: HS 20,  Features Intersected: CHOCCOLOCCO CREEK REL.#2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 308.154,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,439,000,  Roadway Improvement Cost: $344,000,  Total Project Cost: $3,783,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 986,  Location: 0.8 MI E JCT SR 21 (Lat: 33.608542,  Lng: -85.801144),  Route carried "on" structure: Interstate 20,  Year Built: 1969,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 16,964 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 23,750 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 299.866,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.03m (9.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,240,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,364,000 ( Estimate for 2022)

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Structure Number: 9861,  Location: 0.8 MI E JCT SR 21 (Lat: 33.607931,  Lng: -85.801044),  Route carried "on" structure: Interstate 20,  Year Built: 1969,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 20,519 (year 2018),  Truck Traffic: 40%,  Average Future Daily Traffic: 28,727 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 299.866,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.03m (9.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,258,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,384,000 ( Estimate for 2022)

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Structure Number: 9863,  Location: 3.3 MI E JCT SR 21 (Lat: 33.611514,  Lng: -85.772917),  Route carried "on" structure: Interstate 20,  Year Built: 1969,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 19,747 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 27,645 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 303.975,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,692,000,  Roadway Improvement Cost: $269,000,  Total Project Cost: $2,961,000 ( Estimate for 2022)

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Structure Number: 9865,  Location: 4.6 MI E JCT SR 21 (Lat: 33.612833,  Lng: -85.751500),  Route carried "on" structure: Interstate 20,  Year Built: 1969,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 19,747 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 27,646 (year 2040),  Design Load: HS 20,  Features Intersected: SUNNY EVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.054,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.1 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.17m (20.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,693,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $1,862,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9866,  Location: 4.6 MI E JCT SR 21 (Lat: 33.612694,  Lng: -85.751500),  Route carried "on" structure: Interstate 20,  Year Built: 1969,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 19,747 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 27,646 (year 2040),  Design Load: HS 20,  Features Intersected: SUNNY EVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.054,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.1 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.17m (20.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,693,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $1,862,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 10114,  Location: 6.9 MI N CLAY CO LINE (Lat: 33.551858,  Lng: -85.716656),  Route carried "on" structure: State highway 281,  Year Built: 1969,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 259 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 363 (year 2040),  Design Load: HS 20,  Features Intersected: CO RD 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 784.185,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.68m (15.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $995,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,095,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11215,  Location: Airport Rd/.2 MI S US 78 (Lat: 33.585872,  Lng: -85.913169),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,200 (year 2041),  Features Intersected: COLDWATER CREEK,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 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: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $743,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $817,000 ( Estimate for 2022),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous