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

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Structure Number: 4985,  Location: 0.21 Fr 641 & 0.23 To 150 (Lat: 37.439600,  Lng: -77.438800),  Route carried "on" structure: US 1,  Year Built: 1978,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 8,636 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,092 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.245,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4991,  Location: .42 FR 638 & .24 TO SCL R (Lat: 37.456369,  Lng: -77.441897),  Route carried "on" structure: US 1,  Year Built: 1956,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 19,653 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,618 (year 2040),  Design Load: HS 20,  Features Intersected: GRINDALL CREEK,  Facility Carried by Structure: JEFF DAVIS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.183,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 4996,  Location: .5 FR 641 & .23 TO 829 (Lat: 37.443392,  Lng: -77.440050),  Route carried "on" structure: US 1,  Year Built: 1976,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 19,653 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,618 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 150,  Facility Carried by Structure: Jeff Davis Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.722,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5075,  Location: 2.96Fr 613&0.51To SCL RIC (Lat: 37.442222,  Lng: -77.426069),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 97,260 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 117,715 (year 2040),  Design Load: HS 20,  Features Intersected: OLD TEXACO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.315,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 40.6m (133.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5079,  Location: 3.07Fr 613& .4 To SCL/RIC (Lat: 37.443514,  Lng: -77.425028),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 97,260 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 117,715 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TEXACO RD & DUPONT CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.492,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5088,  Location: .26 Fr 150 &.42 To 95 NBL (Lat: 37.441267,  Lng: -77.427869),  Route carried "on" structure: State highway 150,  Year Built: 1978,  Status: Open,  Structure Length: 31.52m (103.41ft),  Average Daily Traffic: 28,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 119,024 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-95 & RAMP B NB I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.459,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 59.3m (194.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5092,  Location: .16Fr RMP 95SB &.26To95NB (Lat: 37.443269,  Lng: -77.424436),  Route carried "on" structure: State highway 150,  Year Built: 1978,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 28,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 74,752 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TEXACO RD & DUPONT CHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.966,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5094,  Location: .35Fr95NBL&.29To150WBL (Lat: 37.442261,  Lng: -77.425511),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1978,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 12,069 (year 2020),  Average Future Daily Traffic: 16,897 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.267,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.6m (136.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $56,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5096,  Location: .69 RAMP 1(301) .60 95 SB (Lat: 37.444031,  Lng: -77.425300),  Route carried "on" structure: State highway 150,  Year Built: 1978,  Status: Open,  Structure Length: 11.29m (37.04ft),  Average Daily Traffic: 5,598 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,837 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TEXACO RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.491,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.9 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,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5107,  Location: 0.33 Fr 1607 & 0.06 To 1 (Lat: 37.443433,  Lng: -77.443361),  Route carried "on" structure: State highway 150,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 5,786 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,366 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: CHIPPENHAM PKWY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.011,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $50,000,  Total Project Cost: $50,000,  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: 5129,  Location: .33 RAMP 1607 .06 RAMP 1 (Lat: 37.443278,  Lng: -77.443208),  Route carried "on" structure: State highway 150,  Year Built: 1975,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 5,786 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,366 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: CHIPPENHAM PKWY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.011,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 5358,  Location: 0.25 Fr 2361 & .44 To SCL (Lat: 37.455892,  Lng: -77.451281),  Route carried "on" structure: County highway 2379,  Year Built: 1981,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 1,054 (year 2018),  Average Future Daily Traffic: 1,170 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: CASTLEWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.792,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2494,  Location: .20 FR 641 .20 TO RMP 150 (Lat: 37.439200,  Lng: -77.439200),  Route carried "on" structure: US 1,  Year Built: 1997,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 8,636 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,092 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: NBL JEFF DAVIS HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.229,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.9m (88.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 69.9 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $144,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27246,  Location: .10 Fr Rt 1& .47 To I-95S (Lat: 37.443969,  Lng: -77.436472),  Route carried "on" structure: State highway 150,  Year Built: 2002,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 11,573 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,730 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATION,  Facility Carried by Structure: CHIPPENHAM PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.590,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 39.4m (129.3ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27293,  Location: HENRICO/CHESTERFIELD CL (Lat: 37.444047,  Lng: -77.432436),  Route carried "on" structure: State highway 895,  Year Built: 2002,  Status: Open,  Structure Length: 145.30m (476.71ft),  Average Daily Traffic: 8,863 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,408 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JAMES RIVER & I-95 & RMP,  Facility Carried by Structure: POCAHONTAS PKY EBL
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Lanes under structure: 27,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 44.7m (146.7ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 205.1m (672.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 27294,  Location: HENRICO/CHESTERFIELD CL (Lat: 37.444228,  Lng: -77.432356),  Route carried "on" structure: State highway 895,  Year Built: 2002,  Status: Open,  Structure Length: 145.30m (476.71ft),  Average Daily Traffic: 8,427 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,798 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JAMES RIVER & I-95 & RMP,  Facility Carried by Structure: POCAHONTAS PKY WBL
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Lanes under structure: 27,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 44.7m (146.7ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 16,  Length of Maximum Span: 205.1m (672.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 27296,  Location: 0.05 FR HENRICO CL (Lat: 37.442483,  Lng: -77.424214),  Route carried "on" structure: Ramp State highway 895,  Year Built: 2002,  Status: Open,  Structure Length: 72.30m (237.20ft),  Average Daily Traffic: 458 (year 2020),  Average Future Daily Traffic: 641 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RMP A 150 & DUPONT_CHANL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 10,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 27297,  Location: 0.20 FR HENRICO CL (Lat: 37.443289,  Lng: -77.427828),  Route carried "on" structure: Ramp State highway 895,  Year Built: 2002,  Status: Open,  Structure Length: 85.53m (280.61ft),  Average Daily Traffic: 1,630 (year 2020),  Average Future Daily Traffic: 1,793 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 895 & RMPS OF 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 15,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 5,  Length of Maximum Span: 82.9m (272.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 4996,  Location: .5 FR 641 & .23 TO 829 (Lat: 37.443392,  Lng: -77.440050),  Route carried "under" structure: State highway 150,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 56,000 (year 2020),  Truck Traffic: 2%,  Features Intersected: ROUTE 150,  Facility Carried by Structure: Jeff Davis Highway
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 14.484,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 5075,  Location: 2.96Fr 613&0.51To SCL RIC (Lat: 37.442222,  Lng: -77.426069),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2 (year 2014),  Features Intersected: OLD TEXACO ROAD,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 3.20m (10.50ft),  Kilometerpoint: 109.315,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 5079,  Location: 3.07Fr 613& .4 To SCL/RIC (Lat: 37.443514,  Lng: -77.425028),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 1994),  Features Intersected: TEXACO RD & DUPONT CHAN,  Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 5088,  Location: .26 Fr 150 &.42 To 95 NBL (Lat: 37.441267,  Lng: -77.427869),  Route carried "under" structure: Interstate 95,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 112,000 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-95 & RAMP B NB I-95,  Facility Carried by Structure: ROUTE 150 EBL
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 109.138,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.3m (194.6ft)

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Structure Number: 5092,  Location: .16Fr RMP 95SB &.26To95NB (Lat: 37.443269,  Lng: -77.424436),  Route carried "under" structure: Other road ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 1994),  Features Intersected: TEXACO RD & DUPONT CHAN,  Facility Carried by Structure: ROUTE 150 EBL
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 5094,  Location: .35Fr95NBL&.29To150WBL (Lat: 37.442261,  Lng: -77.425511),  Route carried "under" structure: Interstate 95,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 112,000 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-95
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 109.380,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.6m (136.5ft)

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Structure Number: 5096,  Location: .69 RAMP 1(301) .60 95 SB (Lat: 37.444031,  Lng: -77.425300),  Route carried "under" structure: Other road ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 1994),  Features Intersected: TEXACO RD.,  Facility Carried by Structure: WBL ROUTE 150
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 27293,  Location: HENRICO/CHESTERFIELD CL (Lat: 37.444047,  Lng: -77.432436),  Route carried "under" structure: Interstate 95,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 78,000 (year 2002),  Features Intersected: JAMES RIVER & I-95 & RMP,  Facility Carried by Structure: POCAHONTAS PKY EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 205.1m (672.9ft)

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Structure Number: 27293,  Location: HENRICO/CHESTERFIELD CL (Lat: 37.444047,  Lng: -77.432436),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2002),  Features Intersected: JAMES RIVER & I-95 & RMP,  Facility Carried by Structure: POCAHONTAS PKY EBL
Minimum Vertical Clearance: 24.99m (81.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 205.1m (672.9ft)

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Structure Number: 27293,  Location: HENRICO/CHESTERFIELD CL (Lat: 37.444047,  Lng: -77.432436),  Route carried "under" structure: Ramp State highway 150,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2002),  Features Intersected: JAMES RIVER & I-95 & RMP,  Facility Carried by Structure: POCAHONTAS PKY EBL
Minimum Vertical Clearance: 24.99m (81.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 205.1m (672.9ft)

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Structure Number: 27294,  Location: HENRICO/CHESTERFIELD CL (Lat: 37.444228,  Lng: -77.432356),  Route carried "under" structure: Interstate 95,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 78,000 (year 2002),  Features Intersected: JAMES RIVER & I-95 & RMP,  Facility Carried by Structure: POCAHONTAS PKY WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 205.1m (672.9ft)

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Structure Number: 27294,  Location: HENRICO/CHESTERFIELD CL (Lat: 37.444228,  Lng: -77.432356),  Route carried "under" structure: Ramp State highway 150,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2002),  Features Intersected: JAMES RIVER & I-95 & RMP,  Facility Carried by Structure: POCAHONTAS PKY WBL
Minimum Vertical Clearance: 24.99m (81.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 205.1m (672.9ft)

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Structure Number: 27294,  Location: HENRICO/CHESTERFIELD CL (Lat: 37.444228,  Lng: -77.432356),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2002),  Features Intersected: JAMES RIVER & I-95 & RMP,  Facility Carried by Structure: POCAHONTAS PKY WBL
Minimum Vertical Clearance: 24.99m (81.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 205.1m (672.9ft)

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Structure Number: 27296,  Location: 0.05 FR HENRICO CL (Lat: 37.442483,  Lng: -77.424214),  Route carried "under" structure: Ramp State highway 150,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2002),  Features Intersected: RMP A 150 & DUPONT_CHANL,  Facility Carried by Structure: RAMP H OF 895 WBL
Minimum Vertical Clearance: 24.38m (79.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 27297,  Location: 0.20 FR HENRICO CL (Lat: 37.443289,  Lng: -77.427828),  Route carried "under" structure: State highway 895,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2002),  Truck Traffic: 5%,  Features Intersected: RTE 895 & RMPS OF 150
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.9m (272.0ft)

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Structure Number: 27297,  Location: 0.20 FR HENRICO CL (Lat: 37.443289,  Lng: -77.427828),  Route carried "under" structure: Ramp State highway 150,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2002),  Truck Traffic: 5%,  Features Intersected: RTE 895 & RMPS OF 150,  Facility Carried by Structure: RAMP G OF 895 WBL
Minimum Vertical Clearance: 22.04m (72.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.9m (272.0ft)

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Structure Number: 27297,  Location: 0.20 FR HENRICO CL (Lat: 37.443289,  Lng: -77.427828),  Route carried "under" structure: Ramp State highway 150,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2002),  Truck Traffic: 5%,  Features Intersected: RTE 895 & RMPS OF 150,  Facility Carried by Structure: RAMP G OF 895 WBL
Minimum Vertical Clearance: 20.32m (66.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.9m (272.0ft)

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Structure Number: 27297,  Location: 0.20 FR HENRICO CL (Lat: 37.443289,  Lng: -77.427828),  Route carried "under" structure: State highway 895,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2002),  Truck Traffic: 5%,  Features Intersected: RTE 895 & RMPS OF 150
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.9m (272.0ft)