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SR1711 over POKEBERRY CREEK

Map 

Coordinates:
+35.77415, -79.12048
35°46'27" N, 79°07'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1711 over POKEBERRY CREEK
Structure number:000000000370072
Old structure number:000000000037072 (from 1992 edition)
Location:0.8 MI. E. JCT. SR1713
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1983
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: June 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:420 [as of 2000]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:64.9 tons [59.0 metric tons]
Sufficiency rating:79.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201579.4FairGoodFairGood-420
June 201390.4GoodGoodGoodGood-420
June 201179.4FairGoodGoodFair-420
June 200990.4FairSatisfactoryGoodSatisfactory-420
June 200790.4FairGoodGoodSatisfactory-420
August 200590.4FairVery GoodGoodSatisfactory-420
July 200390.4GoodVery GoodVery GoodGood-420
September 200190.4GoodVery GoodVery GoodGood-480
August 199990.4GoodVery GoodVery GoodVery Good-480
August 199790.4GoodVery GoodVery GoodVery Good-440
August 199589.9GoodVery GoodVery GoodVery Good-500
October 199389.9GoodVery GoodVery GoodVery Good-500
October 199189.9GoodVery GoodVery GoodVery Good-500