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SR1520 over TERRELL CREEK

Map 

Coordinates:
+35.82709, -79.23601
35°49'38" N, 79°14'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1520 over TERRELL CREEK
Structure number:000000000370092
Old structure number:000000000037092 (from 1992 edition)
Location:0.7 MI. N. JCT. SR1545
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1993
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:510 [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:61.8 tons [56.2 metric tons]
Sufficiency rating:89.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201589.0Not deficientGoodGoodGood510
August 201389.0Not deficientGoodGoodSatisfactory510
August 201189.0Not deficientGoodGoodGood460
August 200988.9Not deficientGoodGoodSatisfactory550
August 200782.9Not deficientGoodGoodSatisfactory1200
September 200582.9Not deficientGoodGoodSatisfactory1000
September 200390.0Not deficientVery GoodVery GoodSatisfactory400
October 200189.0Not deficientVery GoodVery GoodVery Good420
October 199994.5Not deficientVery GoodVery GoodVery Good240
October 199794.5Not deficientVery GoodVery GoodVery Good150
October 199594.0Not deficientExcellentExcellentExcellent160
November 199392.0Not deficientExcellentExcellentExcellent160
October 199139.3Functionally obsoleteFairFairSatisfactory160