+35.86113, -79.00998
35°51'40" N, 79°00'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR1726 over MORGAN CREEK
Structure number:000000000370064
Location:0.8 MI. N. JCT. SR1727
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:45.9 ft. [14.0 m]
Total length:433.1 ft. [132.0 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:1978
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:9
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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2013]
Truck traffic:7% 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:71.8 tons [65.3 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:75.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201575.2GoodGoodGoodGood-4500
May 201375.3GoodGoodGoodGood-3900
May 201173.0FairFairGoodGood-3500
May 200976.2FairSatisfactoryVery GoodGood-4200
April 200774.9FairSatisfactoryVery GoodGood-4600
June 200582.6FairSatisfactoryVery GoodVery Good-3800
April 200382.6FairSatisfactoryVery GoodGood-3300
April 200182.6FairSatisfactoryVery GoodGood-3200
April 199982.6GoodGoodVery GoodGood-3300
April 199187.6GoodGoodVery GoodGood-1500