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JOHN KING BLVD over PHELPS CREEK

Map

Coordinates:
+32.96417, -96.45238
32°57'51" N, 96°27'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JOHN KING BLVD over PHELPS CREEK
Structure number:181990C00377003
Location:0.10 MI S OF FM 552
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:750 [as of 2011]
Structural 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:82.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Good7 out of 1075082.9
September 2015Good7 out of 1075082.9
November 2013Good7 out of 1075082.9
November 2011Good7 out of 1075082.9
November 2009Good7 out of 1075082.9