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MOCKINGBIRD LANE over LITTLE HOPE CREEK

Map

Coordinates:
+35.16690, -80.85483
35°10'01" N, 80°51'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MOCKINGBIRD LANE over LITTLE HOPE CREEK
Structure number:000000001190390
Location:0.25 MI.W.JCT.PARK ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:6.9 ft. [2.1 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 1991]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
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:99.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 1050099.0
April 2014Fair6 out of 1050099.0
April 2012Good7 out of 1050099.0
April 2010Good7 out of 1050099.0
April 2008Good7 out of 1050099.0
March 2006Good7 out of 1050099.0
April 2004Good8 out of 1050099.0
July 2002Good8 out of 1050099.0
July 2000Good8 out of 1050099.0
March 1998Good7 out of 1050096.0
May 1990Good7 out of 1050094.0