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COLONY ROAD over MCALPINE CREEK

Map

Coordinates:
+35.11836, -80.81092
35°07'06" N, 80°48'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLONY ROAD over MCALPINE CREEK
Structure number:000000001191015
Location:200' S.JCT.MORROWICK RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:80.1 ft. [24.4 m]
Total length:476.1 ft. [145.1 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:62.9 tons [57.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:96.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.6FairGoodSatisfactoryGood-10000
May 201496.6FairGoodSatisfactoryGood-10000
May 201296.9GoodGoodGoodGood-1000
May 201096.9GoodGoodVery GoodVery Good-1000
July 200896.9GoodGoodVery GoodVery Good-1000
April 200696.9GoodVery GoodVery GoodVery Good-1000
May 200473.6GoodVery GoodVery GoodVery Good-1000