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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 52ft / 16.3mTotal length
  • $5,789,000Total costs
  • 17,735Total average daily traffic
  • 1,358Total average daily truck traffic
  • 24,387Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Blountsville
  • No street view available for this location

New bridges in Blountsville, AL - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 21940-1949
  • 31950-1959
  • 21960-1969
  • 11980-1989
  • 21990-1999
  • 12010-2019
Reconstructed bridges in Blountsville, AL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
Average Bridge Daily Traffic in Blountsville, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 16.7%Excellent
  • 50.0%Good
  • 33.3%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.7%Excellent
  • 16.7%Good
  • 66.7%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Excellent
  • 16.7%Good
  • 33.3%Satisfactory
  • 33.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.7%Very good
  • 38.5%Satisfactory
  • 53.8%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 42.9%Satisfactory
  • 57.1%Fair
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Structure Number: 2024,  Location: 1.9 MI NO JCT AL 79 (Lat: 34.055000,  Lng: -86.584167),  Route carried "on" structure: US 231,  Year Built: 1939,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,319 (year 2040),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 428.845,  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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $818,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $900,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2025,  Location: 0.1 MI NO JCT CO RD55 (Lat: 34.103333,  Lng: -86.571667),  Route carried "on" structure: US 231,  Year Built: 1939,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 4,170 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,421 (year 2040),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 434.578,  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 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: 1.32m (4.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $594,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3322,  Location: 3 MI SW OF BLOUNTSVILLE (Lat: 34.044981,  Lng: -86.572036),  Route carried "on" structure: County highway 95,  Year Built: 1948,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 183 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 272 (year 2041),  Design Load: HS 20,  Features Intersected: GRAVES CREEK,  Facility Carried by Structure: MARDIS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 74.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.27m (7.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $257,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3389,  Location: GUM SPRINGS (Lat: 34.049372,  Lng: -86.654358),  Route carried "on" structure: County highway 26,  Year Built: 1949,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,462 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,173 (year 2041),  Design Load: H 15,  Features Intersected: BLUE SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $409,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $450,000 ( Estimate for 2022)
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Structure Number: 5064,  Location: 1 1/2 MI NW OF ROYAL (Lat: 34.084756,  Lng: -86.527728),  Route carried "on" structure: County highway 26,  Year Built: 1955,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,041 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,547 (year 2041),  Design Load: H 15,  Features Intersected: GRAVES CREEK
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: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $378,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $416,000 ( Estimate for 2022)
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Structure Number: 658,  Location: BLOUNTSVILLE (Lat: 34.084700,  Lng: -86.595200),  Route carried "on" structure: County highway 47,  Year Built: 1959,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,536 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,282 (year 2041),  Design Load: H 15,  Features Intersected: BLUE SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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: Equal to present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $433,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $476,000 ( Estimate for 2022)
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Structure Number: 6603,  Location: 2 MI NE OF BLOUNTSVILLE (Lat: 34.104786,  Lng: -86.575400),  Route carried "on" structure: County highway 55,  Year Built: 1959,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,597 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,373 (year 2041),  Design Load: H 15,  Features Intersected: BLUE SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $458,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $504,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6927,  Location: BLOUNTSVILLE (Lat: 34.088469,  Lng: -86.590642),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 518 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 770 (year 2037),  Design Load: H 15,  Features Intersected: BLUE SPRING CREEK,  Facility Carried by Structure: PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.999,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 49.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $571,000 ( Estimate for 2022)
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Structure Number: 14209,  Location: 2 MI E OF GUM SPRINGS (Lat: 34.057486,  Lng: -86.635672),  Route carried "on" structure: County highway 15,  Year Built: 1987,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 44 (year 2021),  Average Future Daily Traffic: 65 (year 2041),  Design Load: H 10,  Features Intersected: BLUE SPRINGS CREEK,  Facility Carried by Structure: MURPHREE LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 14.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 6.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $182,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $200,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15218,  Location: 1 MI SE OF LIBERTY (Lat: 34.099853,  Lng: -86.511128),  Route carried "on" structure: County highway 88,  Year Built: 1990,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 354 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 526 (year 2041),  Design Load: HS 20,  Features Intersected: GRAVES CREEK,  Facility Carried by Structure: ROYAL-LIBERTY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $276,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $304,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1522,  Location: 2 MI SW OF BLOUNTSVILLE (Lat: 34.057383,  Lng: -86.565469),  Route carried "on" structure: County highway 90,  Year Built: 1990,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 195 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 290 (year 2041),  Design Load: HS 15,  Features Intersected: GRAVES CREEK,  Facility Carried by Structure: HAMILTON MTN ROAD
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),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $356,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $392,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16978,  Location: 2.5MI SW BLOUNTSVILLE (Lat: 34.063900,  Lng: -86.630700),  Route carried "on" structure: County highway 16,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 67 (year 2021),  Average Future Daily Traffic: 100 (year 2041),  Features Intersected: COPELAND CREEK,  Facility Carried by Structure: BUTTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $220,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21503,  Location: 3 MI NE of Snead Crossing (Lat: 34.088458,  Lng: -86.590642),  Route carried "on" structure: County highway 313,  Year Built: 2019,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 168 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 249 (year 2041),  Design Load: HS 20,  Features Intersected: Big Mud Creek,  Facility Carried by Structure: Miller 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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.79m (9.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $459,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $505,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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