Share:

US15/501 SBL over POKEBERRY CREEK

Map

Coordinates:
+35.78999, -79.10874
35°47'24" N, 79°06'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US15/501 SBL over POKEBERRY CREEK
Structure number:000000000370037
Old structure number:000000000037037 (from 1992 edition)
Location:0.6 MI.S. JCT. US64
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:86.0 ft. [26.2 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2005
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2012]
Truck traffic:14% 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:Equal to present minimum criteria [6]
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:80.9 tons [73.5 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:99.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201699.3GoodGoodGoodGood-7500
February 201499.3GoodGoodGoodGood-7500
February 201299.4GoodGoodGoodGood-6000
February 201099.4GoodGoodGoodVery Good-6500
February 200899.5GoodGoodGoodVery Good-5500
December 200599.5GoodExcellentExcellentExcellent-5500
March 200476.0FairSatisfactoryVery GoodSatisfactoryFO10000
April 200276.0FairSatisfactoryVery GoodSatisfactoryFO10000
May 200076.0FairSatisfactoryVery GoodSatisfactoryFO10000
March 199863.3FairSatisfactoryVery GoodSatisfactoryFO10500
March 199674.1FairSatisfactoryVery GoodSatisfactoryFO9000
March 199472.9FairSatisfactoryVery GoodSatisfactoryFO8900
March 199268.6FairSatisfactoryVery GoodSatisfactoryFO10600
March 199071.2FairSatisfactoryVery GoodGoodFO7100