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SR1136 over TICK CREEK

Map 

Coordinates:
+35.64748, -79.45130
35°38'51" N, 79°27'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1136 over TICK CREEK
Structure number:000000000370187
Old structure number:000000000037187 (from 1992 edition)
Location:0.7 MI. N. JCT. SR1005
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1976
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: January 2016 

Status:Open, no restriction [A]
Average daily traffic:220 [as of 2011]
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 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: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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:72.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201672.9Structurally deficient---220
January 201472.9Structurally deficient---220
January 201272.9Structurally deficient---240
January 201089.0Not deficient---190
January 200889.0Not deficient---200
February 200689.0Not deficient---200
February 200499.9Not deficient---340
March 200299.9Not deficient---340
April 2000100.0Not deficient---160
February 1998100.0Not deficient---180
February 1996100.0Not deficient---140
February 1994100.0Not deficient---120
February 1992100.0Not deficient---100