Share:

SR1731 over NORTHEAST CREEK

Chatham County, North Carolina

Map

Coordinates:
+35.85539, -78.93969
35°51'19" N, 78°56'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR1731 over NORTHEAST CREEK
Structure number:000000000370054
Location:0.7 MI. E. JCT. NC751
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:47.9 ft. [14.6 m]
Total length:241.2 ft. [73.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1977
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:5
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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,600 [as of 2013]
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:Equal to present minimum criteria [6]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:71.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201671.4GoodGoodGoodGood-6600
November 201471.4GoodGoodGoodGood-6600
November 201273.1GoodGoodGoodGood-4100
November 201073.4FairSatisfactoryGoodSatisfactory-3200
November 200873.7FairSatisfactoryGoodSatisfactory-2800
November 200692.2FairSatisfactoryVery GoodVery Good-600
November 200492.2FairSatisfactoryVery GoodVery Good-600
November 200292.2FairSatisfactoryVery GoodVery Good-600
January 200192.2FairSatisfactoryVery GoodVery Good-530
January 199992.3FairSatisfactoryVery GoodVery Good-430
January 199192.4GoodGoodVery GoodVery Good-300