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

Find on map >>   Show street view

Structure Number: 499,  Location: 1.68 FR 144 & .14 TO 1129 (Lat: 37.282892,  Lng: -77.412311),  Route carried "on" structure: US 1,  Year Built: 1990,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 21,131 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWIFT CREEK,  Facility Carried by Structure: JEFFERSON DAVIS HY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.424,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5099,  Location: 2.05 FR 144 & 1.57 TO 746 (Lat: 37.287125,  Lng: -77.389100),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 94,989 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 132,985 (year 2040),  Design Load: HS 20,  Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.005,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $3,515,000,  Roadway Improvement Cost: $703,000,  Total Project Cost: $4,223,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5259,  Location: .56 FR 626 & 4.63 TO 619 (Lat: 37.275711,  Lng: -77.432300),  Route carried "on" structure: County highway 625,  Year Built: 1966,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 2,381 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,333 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWIFT CREEK,  Facility Carried by Structure: BRANDERS BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.729,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  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: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.3 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: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $314,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 14058,  Location: 0.0 PR GEO CO 0.0 CHES CO (Lat: 37.252511,  Lng: -77.376725),  Route carried "on" structure: State highway 144,  Year Built: 1986,  Status: Open,  Structure Length: 30.94m (101.51ft),  Average Daily Traffic: 15,183 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,258 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: APPOMATTOX RIVER,  Facility Carried by Structure: SBL TEMPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.151,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 24.3m (79.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 14059,  Location: 0.0 PR GEO CO 0.0 CHES CO (Lat: 37.252697,  Lng: -77.376764),  Route carried "on" structure: State highway 144,  Year Built: 1987,  Status: Open,  Structure Length: 30.94m (101.51ft),  Average Daily Traffic: 15,183 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,258 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: APPOMATTOX RIVER,  Facility Carried by Structure: NBL TEMPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.151,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 24.3m (79.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 20135,  Location: .45 FR 144 .29 TO LAKEVIE (Lat: 37.264767,  Lng: -77.411700),  Route carried "on" structure: US 1,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 18,380 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,218 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD TOWN CREEK,  Facility Carried by Structure: BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.390,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 91.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 70.3 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,  Waterway Adequacy: Equal to present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 23568,  Location: .05 144(TMPL) .33 CHARLES (Lat: 37.258303,  Lng: -77.395917),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 16,934 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,627 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD TOWN CREEK,  Facility Carried by Structure: CONDUIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: 27432,  Location: 0.21 FR 1 & 0.20 TO OLDTN (Lat: 37.269919,  Lng: -77.408419),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 12,373 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,882 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: ELLERSLIE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.0 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,  Underclear: Equal to present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 27849,  Location: .10 FR 144 NB .20 TO 95 N (Lat: 37.259050,  Lng: -77.398383),  Route carried "on" structure: Ramp State highway 144,  Year Built: 2008,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 16,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,800 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 99.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 30207,  Location: 0.05 FR Dd end&.1 to 931 (Lat: 37.306111,  Lng: -77.374444),  Route carried "on" structure: County highway 7701,  Year Built: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 40 (year 2020),  Average Future Daily Traffic: 50 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: SABRA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.7m (5.6ft)

Condition: Channel: Good,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 20124,  Location: .05Roslyne(W).05Roslyne(E (Lat: 37.243067,  Lng: -77.394708),  Route carried "under" structure: Interstate 95,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 109,000 (year 2018),  Truck Traffic: 8%,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: SOUTHPARK BLVD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 85.760,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

Find on map >>   Show street view

Structure Number: 20126,  Location: .10 W ROSLYN RD & .25 144 (Lat: 37.254106,  Lng: -77.397294),  Route carried "under" structure: Interstate 95,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 88,606 (year 2008),  Truck Traffic: 4%,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: CONDUIT ROAD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 87.143,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

Find on map >>   Show street view

Structure Number: 20128,  Location: .19 COMPN DR .10 HOLLY AV (Lat: 37.265181,  Lng: -77.397289),  Route carried "under" structure: Interstate 95,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 91,961 (year 2008),  Truck Traffic: 4%,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: ELLERSLIE AVENUE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 88.398,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

Find on map >>   Show street view

Structure Number: 20137,  Location: 1.37 NCL Ptrbr 2.2 Chstrf (Lat: 37.257450,  Lng: -77.398761),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: RTE 95 RMP A FOR RTE 144
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

Find on map >>   Show street view

Structure Number: 20139,  Location: 1.5 NCL PETBG 2.06 CHESFD (Lat: 37.258950,  Lng: -77.399078),  Route carried "under" structure: State highway 144,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 33,000 (year 2018),  Features Intersected: RTE 144 & OLD TOWN CREEK,  Facility Carried by Structure: ROUTE 0095
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 6.275,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>   Show street view

Structure Number: 20143,  Location: 0.30TEMPLE AV .02 95NBL (Lat: 37.257489,  Lng: -77.398569),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 2018),  Truck Traffic: 2%,  Features Intersected: RTE 95 RMP A FOR RTE 144
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)