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

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Structure Number: 765,  Location: 1.7 MI S CO RD 30 (Lat: 31.198547,  Lng: -87.465772),  Route carried "on" structure: State highway 21,  Year Built: 1930,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,164 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,246 (year 2039),  Design Load: H 15,  Features Intersected: WET WEATHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.047,  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: 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: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $449,000 ( Estimate for 2022)

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Structure Number: 1289,  Location: JCT.COFFEE CO.RD21 (Lat: 31.461831,  Lng: -86.068008),  Route carried "on" structure: State highway 87,  Year Built: 1935,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 2,380 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,421 (year 2033),  Design Load: H 15,  Features Intersected: PEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.949,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  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: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.61m (21.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,179,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $1,297,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2012,  Location: 1 MI N JCT US 80 (Lat: 32.456639,  Lng: -85.368667),  Route carried "on" structure: State highway 51,  Year Built: 1939,  Status: Temporarily open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 1,200 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,642 (year 2033),  Design Load: H 10,  Features Intersected: WATULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.517,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 2,  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: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $506,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $557,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2515,  Location: . 4 MI N JCT CO RD 26 (Lat: 33.213661,  Lng: -86.787322),  Route carried "on" structure: US 31,  Year Built: 1920,  Year Reconstructed: 1941,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 11,185 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,368 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 404.287,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $536,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $590,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3356,  Location: 2 MI NW OF DALLAS (Lat: 33.871700,  Lng: -86.675786),  Route carried "on" structure: County highway 156,  Year Built: 1948,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 280 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 417 (year 2040),  Design Load: H 10,  Features Intersected: WHITES CREEK,  Facility Carried by Structure: PHILADELPHIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $271,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5783,  Location: . 4 MI NO JCT CO RD 26 (Lat: 33.213592,  Lng: -86.787461),  Route carried "on" structure: US 31,  Year Built: 1957,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 11,185 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,368 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH MP 251.40
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 404.270,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $596,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6488,  Location: I 65 * BUCK CK (Lat: 33.210000,  Lng: -86.798333),  Route carried "on" structure: Interstate 65,  Year Built: 1959,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 57,460 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 72,798 (year 2041),  Design Load: HS 20,  Features Intersected: BUCK CK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 381.001,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  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: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,684,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $1,852,000 ( Estimate for 2022)

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Structure Number: 6489,  Location: 3 MI N JCT CO RD 87 (Lat: 33.211944,  Lng: -86.797778),  Route carried "on" structure: Interstate 65,  Year Built: 1959,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 28,730 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 36,399 (year 2020),  Design Load: HS 20,  Features Intersected: L * N RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 381.403,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 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-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 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: Equal to present desirable 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: April 2020,  Bridge Improvement Cost: $1,277,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,405,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 649,  Location: 3 MI N JCT CO RD 87 (Lat: 33.211944,  Lng: -86.797778),  Route carried "on" structure: Interstate 65,  Year Built: 1959,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 28,730 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 36,399 (year 2020),  Design Load: HS 20,  Features Intersected: L * N RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 381.403,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 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-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 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: Better than 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: April 2020,  Bridge Improvement Cost: $1,277,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,405,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6491,  Location: I 65 * CO RD 26 (Lat: 33.214656,  Lng: -86.800503),  Route carried "on" structure: Interstate 65,  Year Built: 1959,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 28,730 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 36,399 (year 2041),  Design Load: HS 20,  Features Intersected: CO RD 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 381.693,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.17m (20.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,397,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,537,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6492,  Location: I 65 * CO RD 26 (Lat: 33.214444,  Lng: -86.799722),  Route carried "on" structure: Interstate 65,  Year Built: 1959,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 28,730 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 36,399 (year 2041),  Design Load: HS 20,  Features Intersected: CO RD 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 381.693,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: $1,397,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,537,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6493,  Location: 3 . 5 MI N JCT CO RD 87 (Lat: 33.218611,  Lng: -86.802500),  Route carried "on" structure: Interstate 65,  Year Built: 1959,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 28,730 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 36,399 (year 2040),  Design Load: HS 20,  Features Intersected: L * N RR * CO RD 87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 382.219,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.01m (39.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,718,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $2,990,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6494,  Location: 3 . 5 MI N JCT CO RD 87 (Lat: 33.218611,  Lng: -86.802500),  Route carried "on" structure: Interstate 65,  Year Built: 1959,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 28,730 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 36,399 (year 2040),  Design Load: HS 20,  Features Intersected: L & N RR / OLD US 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 382.219,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.01m (39.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,718,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $2,990,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7307,  Location: 1.3 MI E OF US 110 (Lat: 32.301797,  Lng: -85.986106),  Route carried "on" structure: County highway 2,  Year Built: 1961,  Status: Posted for load,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 286 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2041),  Design Load: H 15,  Features Intersected: MATHEWS SLOUGH,  Facility Carried by Structure: MACON COUNTY ROAD
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: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 37.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $842,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $926,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

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Structure Number: 10916,  Location: 6TH AVE * 8TH AVE (Lat: 33.238756,  Lng: -86.825128),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: H 15,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: 6TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  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: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $365,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $402,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11184,  Location: US 31 * I 65 @ ALABASTER (Lat: 33.230469,  Lng: -86.806806),  Route carried "on" structure: US 31,  Year Built: 1974,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 25,980 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,373 (year 2041),  Design Load: HS 20,  Features Intersected: I - 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 406.907,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.13m (43.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,912,000,  Roadway Improvement Cost: $891,000,  Total Project Cost: $9,803,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11354,  Location: 1.5 MI N US 31 (Lat: 33.248333,  Lng: -86.798333),  Route carried "on" structure: Interstate 65,  Year Built: 1975,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 38,920 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 49,309 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 385.628,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft)

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: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,101,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,311,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11355,  Location: 2 MI N US 31 (Lat: 33.254444,  Lng: -86.798611),  Route carried "on" structure: Interstate 65,  Year Built: 1975,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 38,920 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 49,309 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 386.320,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  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: Good,  Culverts: Satisfactory,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,058,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,164,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11356,  Location: I 65 * SHELBY CO RD 11 (Lat: 33.258378,  Lng: -86.799328),  Route carried "on" structure: ServiceCounty highway 11,  Year Built: 1975,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20,  Features Intersected: I65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.70m (48.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,628,000,  Roadway Improvement Cost: $363,000,  Total Project Cost: $3,991,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11357,  Location: I65 * SCL RR (Lat: 33.264400,  Lng: -86.799200),  Route carried "on" structure: Interstate 65,  Year Built: 1975,  Status: Open,  Structure Length: 14.80m (48.56ft),  Average Daily Traffic: 38,920 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 49,309 (year 2040),  Design Load: HS 20,  Features Intersected: PEAVINE CREEK * SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 387.413,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 56.4 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.58m (51.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,486,000,  Roadway Improvement Cost: $449,000,  Total Project Cost: $4,935,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11358,  Location: I65 * SCL RR (Lat: 33.264300,  Lng: -86.798900),  Route carried "on" structure: Interstate 65,  Year Built: 1975,  Status: Open,  Structure Length: 14.81m (48.59ft),  Average Daily Traffic: 38,920 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 49,309 (year 2040),  Design Load: HS 20,  Features Intersected: PEAVINE CK * SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 387.413,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 56.4 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.59m (51.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,489,000,  Roadway Improvement Cost: $449,000,  Total Project Cost: $4,938,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12827,  Location: 0.1 MI SO US 31 ALABASTER (Lat: 33.186667,  Lng: -86.830000),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,480 (year 2040),  Features Intersected: BRANCH,  Facility Carried by Structure: 1ST STREET S.W.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.540,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $433,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $476,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12888,  Location: SO. OF JCT AL 151 (Lat: 33.695100,  Lng: -86.689000),  Route carried "on" structure: State highway 79,  Year Built: 1957,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 20,220 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,016 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.541,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 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: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 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: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $975,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,073,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12889,  Location: BETWEEN AL 75 * AL 79 (Lat: 33.696944,  Lng: -86.687222),  Route carried "on" structure: State highway 151,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 14,990 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,291 (year 2041),  Design Load: H 15,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.079,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.03m (9.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,647,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,812,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13308,  Location: 0.7 MI E ST 119 (Lat: 33.212461,  Lng: -86.817547),  Route carried "on" structure: County highway 26,  Year Built: 1984,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $506,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $557,000 ( Estimate for 2022)

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Structure Number: 16861,  Location: OFF CO RD 340 (Lat: 33.211597,  Lng: -86.779542),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 333 (year 2020),  Average Future Daily Traffic: 597 (year 2040),  Design Load: HS 20,  Features Intersected: LIT BUCK CREEK,  Facility Carried by Structure: SOUTH FORTY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 3,  Length of Maximum Span: 1.9m (6.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.39m (4.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $513,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $564,000 ( Estimate for 2022)

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Structure Number: 16881,  Location: 0.1MI W JCT CO 17 (Lat: 33.245958,  Lng: -86.854375),  Route carried "on" structure: County highway 266,  Year Built: 1997,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 705 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,531 (year 2041),  Design Load: HS 20,  Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $386,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 17211,  Location: .3MI W JCT US HY 31 (Lat: 33.256372,  Lng: -86.816736),  Route carried "on" structure: County highway 66,  Year Built: 1997,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 19,216 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 26,905 (year 2040),  Design Load: HS 20,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.75m (9.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,064,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,170,000 ( Estimate for 2022)

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Structure Number: 17461,  Location: .5 KM E JCT ST RT 31 (Lat: 33.209583,  Lng: -86.772692),  Route carried "on" structure: County highway 26,  Year Built: 1999,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 6,840 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,575 (year 2041),  Design Load: HS 20,  Features Intersected: DRAVO QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.95m (16.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,526,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $1,679,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17795,  Location: .4 MI E JCT ST 31 (Lat: 33.215186,  Lng: -86.784094),  Route carried "on" structure: County highway 340,  Year Built: 2000,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,200 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,680 (year 2042),  Design Load: HS 20,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $386,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 17983,  Location: 1.0 KM W JCT I-65 (Lat: 33.215411,  Lng: -86.811236),  Route carried "on" structure: County highway 26,  Year Built: 2000,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 3,550 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,980 (year 2041),  Design Load: HS 20,  Features Intersected: VIRLIE QUARRY HAUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $880,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $968,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17984,  Location: @ intersection of CR 17 (Lat: 33.213969,  Lng: -86.862081),  Route carried "on" structure: County highway 26,  Year Built: 2000,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,470 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,658 (year 2040),  Design Load: HS 20,  Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $330,000 ( Estimate for 2022)

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Structure Number: 18337,  Location: .25 MI WEST OF AL 119 (Lat: 33.215217,  Lng: -86.830714),  Route carried "on" structure: County highway 26,  Year Built: 2003,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 9,533 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,347 (year 2041),  Design Load: HS 20,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $843,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $927,000 ( Estimate for 2022)

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Structure Number: 18733,  Location: ALABASTER 0.5MI. NO. CR26 (Lat: 33.219250,  Lng: -86.824467),  Route carried "on" structure: State highway 119,  Year Built: 2002,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 23,590 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,968 (year 2040),  Design Load: HS 20,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.145,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.68m (15.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,438,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $2,682,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18742,  Location: 1 MILE N. JCT. CO RD 26 (Lat: 33.228789,  Lng: -86.755058),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 280 (year 2040),  Design Load: HS 20,  Features Intersected: BIG CREEK BRANCH,  Facility Carried by Structure: CROSSCUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge is a segment,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: March 2020,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $296,000 ( Estimate for 2022)

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Structure Number: 19068,  Location: 1.2 MI NO. JCT. CO. RD 26 (Lat: 33.223536,  Lng: -86.745100),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 80 (year 2021),  Average Future Daily Traffic: 112 (year 2041),  Design Load: HS 20,  Features Intersected: BIG CREEK,  Facility Carried by Structure: SHADY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $449,000 ( Estimate for 2022)

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Structure Number: 19297,  Location: 0.2 MILE SE GAULT AVE.??? (Lat: 33.000000,  Lng: -85.713889),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 760 (year 2018),  Truck Traffic: 48%,  Average Future Daily Traffic: 1,200 (year 2034),  Design Load: HS 20,  Features Intersected: BIG WILLS CREEK,  Facility Carried by Structure: 8TH STREET SE???
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $229,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $252,000 ( Estimate for 2022)

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Structure Number: 19714,  Location: ALABASTER @ US 31 (Lat: 33.238056,  Lng: -86.816111),  Route carried "on" structure: State highway 119,  Year Built: 1995,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 25,170 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,042 (year 2042),  Design Load: HS 20,  Features Intersected: ALLEN BRANCH
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 18.507,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.78m (5.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,807,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $1,988,000 ( Estimate for 2022)

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Structure Number: 20118,  Location: LACEY'S GROVE SUBDIVISION (Lat: 33.223403,  Lng: -86.863206),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2040),  Design Load: HS 20,  Features Intersected: BEAVERDAM CK,  Facility Carried by Structure: LACEY'S GROVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $524,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $576,000 ( Estimate for 2022)

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Structure Number: 20119,  Location: SUBDIVISION (Lat: 33.180356,  Lng: -86.819064),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 75 (year 2020),  Average Future Daily Traffic: 105 (year 2040),  Design Load: HS 20,  Features Intersected: UT SPRING CK,  Facility Carried by Structure: SHELBY FARMS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $572,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $629,000 ( Estimate for 2022)

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Structure Number: 2012,  Location: SUBDIVISION (Lat: 33.181669,  Lng: -86.822492),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 280 (year 2040),  Design Load: HS 20,  Features Intersected: UT SPRING CREEK,  Facility Carried by Structure: FORREST VILLAGE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 0.6m (2.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $273,000 ( Estimate for 2022)