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SR2153 over GEORGE'S CREEK

Map 

Coordinates:
+35.58268, -79.24138
35°34'58" N, 79°14'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR2153 over GEORGE'S CREEK
Structure number:000000000370158
Location:0.4 MI. S. JCT. SR1953
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2002
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:200 [as of 2011]
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: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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:90.9 tons [82.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:97.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201597.9Not deficientGoodGoodGood200
September 201397.9Not deficientGoodGoodGood200
September 201197.4Not deficientGoodGoodGood320
September 200997.4Not deficientGoodVery GoodSatisfactory330
September 200796.9Not deficientGoodVery GoodSatisfactory250
November 200597.3Not deficientGoodVery GoodVery Good420
October 200397.4Not deficientVery GoodVery GoodVery Good260
November 200130.0Structurally deficientSeriousSeriousSatisfactory250
November 199935.2Structurally deficientSatisfactorySatisfactorySatisfactory200
November 199134.7Structurally deficientVery GoodVery GoodSerious200