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

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Structure Number: 53,  Location: 00.05FR17ST/00.15TO14ST (Lat: 38.890694,  Lng: -77.103722),  Route carried "on" structure: Alternate City street ,  Year Built: 1981,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 6,600 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,900 (year 2033),  Design Load: HS 20,  Features Intersected: CUSTIS MEM. PKWY (I-66),  Facility Carried by Structure: NORTH LINCOLIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5112,  Location: .24 FR 76 & .39 TO 686 (Lat: 37.522250,  Lng: -77.528278),  Route carried "on" structure: State highway 150,  Year Built: 1968,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 32,260 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,165 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: POWHITE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.512,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5295,  Location: 1.29 FR 1921 & .75 TO 667 (Lat: 37.469417,  Lng: -77.681406),  Route carried "on" structure: County highway 652,  Year Built: 1974,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 5,747 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,322 (year 2040),  Design Load: H 20,  Features Intersected: TOMAHAWK CREEK,  Facility Carried by Structure: OLD HUNDRED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.410,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 5298,  Location: .84 FR 651 & .22 TO 756 (Lat: 37.410658,  Lng: -77.591683),  Route carried "on" structure: County highway 653,  Year Built: 1990,  Status: Open,  Structure Length: 12.29m (40.32ft),  Average Daily Traffic: 5,292 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,409 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 288,  Facility Carried by Structure: QUALLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.102,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.6 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11864,  Location: .05 FR 685 &.99 TO 1029 (Lat: 36.776436,  Lng: -78.486744),  Route carried "on" structure: State highway 49,  Year Built: 1957,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,579 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,737 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE BLUESTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.693,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $720,000,  Roadway Improvement Cost: $360,000,  Total Project Cost: $1,100,000 ( Estimate for 2016)

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Structure Number: 11867,  Location: .31 FR 805 & 1.58 TO 685 (Lat: 36.767889,  Lng: -78.511217),  Route carried "on" structure: State highway 49,  Year Built: 1957,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,579 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,737 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE BLUESTONE CREEK,  Facility Carried by Structure: HWY-FOURTY NINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.051,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $610,000 ( Estimate for 2017)

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Structure Number: 11871,  Location: .03 FR ENDLY ST &.13TO 47 (Lat: 36.798531,  Lng: -78.461392),  Route carried "on" structure: State highway 49,  Year Built: 1963,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 5,274 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,801 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N&S RAILWAY,  Facility Carried by Structure: WEST 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.318,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  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: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,944,000,  Roadway Improvement Cost: $972,000,  Total Project Cost: $2,930,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11943,  Location: .04 FR 797 & .54 TO 686 (Lat: 36.752508,  Lng: -78.437722),  Route carried "on" structure: State highway 92,  Year Built: 1923,  Status: Open,  Structure Length: 3.01m (9.88ft),  Average Daily Traffic: 810 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 891 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BUTCHERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.006,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.02m (9.91ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $375,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11949,  Location: .43ECL CHASE 1.8 TO 671 (Lat: 36.787875,  Lng: -78.442047),  Route carried "on" structure: County highway 600,  Year Built: 1956,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 192 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 211 (year 2040),  Design Load: H 20,  Features Intersected: BUTCHERS CREEK,  Facility Carried by Structure: CEMETARY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.282,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $120,000 ( Estimate for 2016)

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Structure Number: 12033,  Location: 2.1 FR 688 & 0.8 TO 92 (Lat: 36.749203,  Lng: -78.443589),  Route carried "on" structure: County highway 686,  Year Built: 1962,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 49 (year 2019),  Average Future Daily Traffic: 70 (year 2040),  Features Intersected: RITTENHOUSE BRANCH,  Facility Carried by Structure: ESNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.371,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $304,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $495,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23627,  Location: .54 FR 671 0ECL CHASE CTY (Lat: 36.802264,  Lng: -78.444106),  Route carried "on" structure: State highway 47,  Year Built: 1993,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,599 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,959 (year 2040),  Design Load: H 20,  Features Intersected: BUTCHERS CREEK,  Facility Carried by Structure: HWY FOURTY-SEVEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.612,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $255,000 ( Estimate for 2017)