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SR1628 over PIKE CREEK

Map

Coordinates:
+34.47989, -77.87541
34°28'48" N, 77°52'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1628 over PIKE CREEK
Structure number:000000001410170
Old structure number:000000000141170 (from 1992 edition)
Location:0.1 MI W JCT SR1414
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:8.9 ft. [2.7 m]
Total length:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1984
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2009]
Truck traffic:6% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Fair5 out of 10200086.6
January 2015Fair5 out of 10200086.6
January 2013Fair5 out of 10200086.6
January 2011Fair5 out of 10200087.6
February 2009Fair5 out of 10170087.8
February 2007Fair5 out of 10170087.8
March 2005Fair5 out of 10170087.8
February 2003Fair6 out of 10130099.2
May 2001Fair6 out of 10130099.2
February 1999Fair6 out of 10130099.2
February 1997Fair6 out of 1070099.6
February 1995Fair6 out of 1070099.6
June 1993Fair6 out of 1070099.6
August 1991Fair6 out of 1070099.6