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CASWELL STREET over ADKIN BRANCH

Map

Coordinates:
+35.26011, -77.56611
35°15'36" N, 77°33'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CASWELL STREET over ADKIN BRANCH
Structure number:000000001070080
Location:150 W.JCT.CYPRESS ST.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:600 [as of 1991]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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: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:90.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Good7 out of 1060090.4
April 2016Fair6 out of 1060090.4
February 2014Good7 out of 1060089.4
February 2012Good7 out of 1060089.4
February 2010Good7 out of 1060090.4
April 2008Good7 out of 1060090.4
March 2006Good7 out of 1060090.4
April 2004Good7 out of 1060090.4
April 2002Good7 out of 1060090.4
April 2000Good7 out of 1060090.4
July 1998Good7 out of 1060090.4
May 1990Good7 out of 1060090.4