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SR1726 over MORGAN CREEK

Map 

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

Facts 

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:MS 13.5 / HS 15 [3]
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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201575.2Not deficientGoodGoodGood4500
May 201375.3Not deficientGoodGoodGood3900
May 201173.0Not deficientFairGoodGood3500
May 200976.2Not deficientSatisfactoryVery GoodGood4200
April 200774.9Not deficientSatisfactoryVery GoodGood4600
June 200582.6Not deficientSatisfactoryVery GoodVery Good3800
April 200382.6Not deficientSatisfactoryVery GoodGood3300
April 200182.6Not deficientSatisfactoryVery GoodGood3200
April 199982.6Not deficientGoodVery GoodGood3300
April 199187.6Not deficientGoodVery GoodGood1500