Route 17 SBL over Colonial Park Service Rd


+37.20426, -76.50446
37°12'15" N, 76°30'16" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Route 17 SBL over Colonial Park Service Rd
Structure number:000000000019822
Location:2.40 Mi to Int Rte 105
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:33.1 ft. [10.1 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,134 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:91.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$547,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactorySatisfactory1613491.0
November 2015FairSatisfactorySatisfactorySatisfactory1613492.0
December 2013FairSatisfactorySatisfactorySatisfactory1278192.4
December 2011FairSatisfactorySatisfactorySatisfactory1278191.9
December 2009FairSatisfactorySatisfactorySatisfactory1278191.9
December 2007FairSatisfactorySatisfactorySatisfactory1262192.0
November 2005FairSatisfactorySatisfactorySatisfactory1288891.9
November 2003FairSatisfactorySatisfactorySatisfactory1889591.3
January 2002FairFairFairSatisfactory1357879.6
January 2000FairFairFairFair1440179.5
February 1998FairFairFairFair1400079.6
January 1996FairFairFairFair1450079.9
January 1994FairFairFairSatisfactory1418480.7
January 1992FairFairFairSatisfactory1188580.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Columneach60600
Reinforced Concrete Abutmentlinear ft.88662020
Reinforced Concrete Pier Caplinear ft.80532700
Elastomeric Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.172170200
Reinforced Concrete Slabsq. ft.3,6123,13048200
Wearing Surfacessq. ft.3,2683,2240440