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JOHN TYLER MEM HWY over CHICKAHOMINY RIVER @

Map

Coordinates:
+37.26256, -76.88108
37°15'45" N, 76°52'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JOHN TYLER MEM HWY over CHICKAHOMINY RIVER @
Structure number:000000000028011
Location:0.0 CHAR CTY & 0.0 JA CTY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:160.1 ft. [48.8 m]
Total length:2550.0 ft. [777.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:2009
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,585 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:86.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodGoodGood258586.9
July 2015GoodGoodGoodGood258586.9
July 2013GoodGoodGoodGood263886.7
July 2011GoodVery GoodVery GoodVery Good263886.7
July 2009GoodVery GoodVery GoodVery Good263886.7