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COUNTRY CLUB DRIVE over BRIAR CREEK

Map 

Coordinates:
+35.23008, -80.78231
35°13'48" N, 80°46'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTRY CLUB DRIVE over BRIAR CREEK
Structure number:000000001190425
Old structure number:000000000119425 (from 1992 edition)
Location:0.1 MI E JCT AIRLIE ST.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.1 ft. [4.9 m]
Total length:35.1 ft. [10.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 1993]
Truck traffic:7% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:88.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201488.5Not deficient---4500
April 201271.4Not deficient---4500
April 201081.5Not deficient---4500
April 200879.5Functionally obsolete---4500
March 200679.5Functionally obsolete---4500
April 200481.5Not deficient---4500
August 200281.5Not deficient---4500
September 200081.5Not deficient---4500
April 199878.4Functionally obsolete---4500
June 199679.5Not deficient---4500
August 199499.7Not deficient---4500
July 1992100.0Not deficient---500
May 199099.0Not deficient---500