Bridge Statistics for Raven, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 3867,  Location: 2.4 TO R634 &0.0 R460 (Lat: 37.173472,  Lng: -81.941256),  Route carried "on" structure: County highway 618,  Year Built: 1967,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 470 (year 2015),  Average Future Daily Traffic: 529 (year 2040),  Design Load: HS 20,  Features Intersected: LEVISA RIVER,  Facility Carried by Structure: Old Kent. Turnpike
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.417,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 44.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $92,000 ( Estimate for 2015)

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Structure Number: 16337,  Location: 6.9MTO80&4.03MTOTAZ.CO (Lat: 37.070419,  Lng: -81.921947),  Route carried "on" structure: State highway 67,  Year Built: 1932,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,344 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,578 (year 2040),  Design Load: H 20,  Features Intersected: SWORDS CREEK,  Facility Carried by Structure: SWORDS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.298,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 1634,  Location: 10.43MTO 80& .01MTO TAZCO (Lat: 37.085325,  Lng: -81.863972),  Route carried "on" structure: State highway 67,  Year Built: 1953,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,244 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,468 (year 2040),  Design Load: H 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: SWORDS CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.782,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $95,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16407,  Location: .00M TO 632 & .10M TO 67 (Lat: 37.070936,  Lng: -81.925294),  Route carried "on" structure: County highway 617,  Year Built: 1989,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 427 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 470 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SULPHUR SPRING CREEK,  Facility Carried by Structure: LYNN SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16417,  Location: .01M TO 67 & .29M TO 623 (Lat: 37.058286,  Lng: -81.928883),  Route carried "on" structure: County highway 622,  Year Built: 1981,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 667 (year 2015),  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWORDS CREEK,  Facility Carried by Structure: MILLER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.435,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16438,  Location: .02M TO 67 & 1.44M TO 768 (Lat: 37.077367,  Lng: -81.907903),  Route carried "on" structure: County highway 634,  Year Built: 1932,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 911 (year 2015),  Average Future Daily Traffic: 1,025 (year 2040),  Features Intersected: PINE CREEK,  Facility Carried by Structure: PINE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $46,000 ( Estimate for 2019)

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Structure Number: 16522,  Location: .02MTOTAZCOLN&.15MTOENDRT (Lat: 37.084047,  Lng: -81.863575),  Route carried "on" structure: County highway 726,  Year Built: 1978,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 349 (year 2015),  Average Future Daily Traffic: 524 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.280,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18478,  Location: .6TORCL;1.03TO460 (Lat: 37.086625,  Lng: -81.854422),  Route carried "on" structure: State highway 67,  Year Built: 1949,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,848 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,277 (year 2040),  Design Load: HS 15,  Features Intersected: COAL CREEK,  Facility Carried by Structure: RAVEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.715,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $173,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $377,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18641,  Location: .05 FR 804 - 1.35 TO 618 (Lat: 37.114850,  Lng: -81.869478),  Route carried "on" structure: County highway 669,  Year Built: 1982,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 274 (year 2015),  Average Future Daily Traffic: 392 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.162,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 87.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18642,  Location: 2.20M 67;.15M RUSSELLCo (Lat: 37.107700,  Lng: -81.886150),  Route carried "on" structure: County highway 670,  Year Built: 1973,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 170 (year 2015),  Average Future Daily Traffic: 191 (year 2040),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.766,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: Fair,  Culverts: Satisfactory,  Operating Rating: 44.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 18661,  Location: .0M TO 67 & .02M TO 724 (Lat: 37.090186,  Lng: -81.844508),  Route carried "on" structure: County highway 723,  Year Built: 1980,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 2,545 (year 2020),  Average Future Daily Traffic: 2,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLINCH RIVER,  Facility Carried by Structure: Bottom Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.846,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18682,  Location: .25 FR 670-.48 ToRUS C.L. (Lat: 37.082728,  Lng: -81.857511),  Route carried "on" structure: County highway 772,  Year Built: 1981,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 508 (year 2015),  Average Future Daily Traffic: 572 (year 2040),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 88.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18686,  Location: .14 m to 460& .22 m fr 67 (Lat: 37.089839,  Lng: -81.856300),  Route carried "on" structure: County highway 806,  Year Built: 1952,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,767 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,944 (year 2040),  Design Load: H 20,  Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $398,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29696,  Location: 0.1-460EBL;0.0GreenbackRd (Lat: 37.173919,  Lng: -81.939303),  Route carried "on" structure: Business County highway 5417,  Year Built: 1932,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 60 (year 2011),  Average Future Daily Traffic: 90 (year 2040),  Features Intersected: Granny Creek,  Facility Carried by Structure: Bob Casey Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.2m (10.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 8.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $487,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place