SR2170 over TICK CREEK


+35.67368, -79.36593
35°40'25" N, 79°21'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR2170 over TICK CREEK
Structure number:000000000370143
Old structure number:000000000037143 (from 1992 edition)
Location:0.4 MI. S. JCT. SR2172
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1988
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:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
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 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
Sufficiency rating:88.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201688.9GoodGoodGoodGood-500
October 201488.9GoodGoodGoodGood-500
November 201288.9GoodGoodGoodGood-460
November 201088.8GoodGoodGoodGood-590
October 200888.8GoodGoodGoodGood-680
October 200688.8GoodGoodGoodVery Good-580
November 200488.8GoodGoodGoodVery Good-580
November 200288.9GoodVery GoodVery GoodVery Good-440
January 200188.9GoodVery GoodVery GoodVery Good-440
December 199894.4GoodVery GoodVery GoodVery Good-230
December 199694.5GoodVery GoodVery GoodVery Good-150
December 199494.2GoodVery GoodVery GoodVery Good-160
December 199294.2GoodVery GoodVery GoodVery Good-160
December 199098.0GoodVery GoodVery GoodVery Good-80