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SR1520 over DRY CREEK

Map 

Coordinates:
+35.80340, -79.21143
35°48'12" N, 79°12'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1520 over DRY CREEK
Structure number:000000000370094
Old structure number:000000000037094 (from 1992 edition)
Location:1.5 MI. S. JCT. SR1545
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Posted for load [P]
Average daily traffic:510 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry 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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:1.0 tons [0.9 metric tons]
Inventory rating:1.0 tons [0.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:38.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201538.2Structurally deficientFairFairPoor510
August 201338.2Structurally deficientFairSatisfactoryPoor510
August 201175.2Not deficientFairFairFair460
August 200979.0Not deficientSatisfactorySatisfactorySatisfactory1200
August 200767.9Not deficientSatisfactorySatisfactoryFair1200
September 200578.6Not deficientSatisfactoryGoodSatisfactory450
August 200369.6Not deficientSatisfactoryVery GoodFair400
September 200185.6Not deficientSatisfactoryVery GoodSatisfactory420
August 199979.7Not deficientSatisfactoryVery GoodSatisfactory340
August 199783.8Not deficientSatisfactoryVery GoodSatisfactory300
August 199583.8Not deficientSatisfactoryVery GoodSatisfactory270
October 199356.7Structurally deficientSatisfactoryVery GoodPoor275
October 199148.5Structurally deficientGoodVery GoodPoor250