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SR1522 over SMITHWICK CREEK

Map

Coordinates:
+35.78193, -77.04943
35°46'55" N, 77°02'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1522 over SMITHWICK CREEK
Structure number:000000001170231
Location:0.3 MI W SR1516
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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:Poor
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2013]
Truck traffic:6% of total traffic
Structural 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:66.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Poor4 out of 10200066.9
April 2016Fair6 out of 10200099.3
April 2014Fair5 out of 10210088.1
April 2012Fair5 out of 10170088.3
April 2010Fair6 out of 10170099.4
April 2008Fair6 out of 10170099.4
March 2006Fair6 out of 10190099.3
December 2003Fair6 out of 10180099.3
April 2002Fair6 out of 10170099.4
March 2000Fair6 out of 10150099.4
May 1998Fair6 out of 10150099.4
October 1989Good7 out of 10130099.5