Share:

SR2170 over TICK CREEK

Map 

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

Facts 

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:27.2 ft. [8.3 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:MS 18+Mod / HS 20+Mod [6]
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 2014 

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:63.9 tons [58.1 metric tons]
Sufficiency rating:88.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201488.9Not deficientGoodGoodGood500
November 201288.9Not deficientGoodGoodGood460
November 201088.8Not deficientGoodGoodGood590
October 200888.8Not deficientGoodGoodGood680
October 200688.8Not deficientGoodGoodVery Good580
November 200488.8Not deficientGoodGoodVery Good580
November 200288.9Not deficientVery GoodVery GoodVery Good440
January 200188.9Not deficientVery GoodVery GoodVery Good440
December 199894.4Not deficientVery GoodVery GoodVery Good230
December 199694.5Not deficientVery GoodVery GoodVery Good150
December 199494.2Not deficientVery GoodVery GoodVery Good160
December 199294.2Not deficientVery GoodVery GoodVery Good160
December 199098.0Not deficientVery GoodVery GoodVery Good80