+36.12333, -80.50833
36°07'24" N, 80°30'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR1570 over FORBUSH CREEK
Structure number:000000001970075
Old structure number:000000000197075 (from 1992 edition)
Location:.05 MI.S.JCT.SR1571
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1984
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:3
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:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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: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 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:78.9 tons [71.7 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:82.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201582.4FairSatisfactorySatisfactoryGood-2000
May 201380.4GoodGoodGoodGoodFO2100
May 201180.3GoodGoodGoodGoodFO2500
May 200980.3GoodGoodVery GoodVery GoodFO2300
September 200780.3GoodVery GoodVery GoodVery GoodFO2400
July 200580.3GoodVery GoodVery GoodVery GoodFO2400
June 200380.3GoodVery GoodVery GoodVery GoodFO2300
June 200182.4GoodVery GoodVery GoodVery Good-2000
September 199982.8GoodVery GoodVery GoodVery Good-790
May 199782.6GoodVery GoodVery GoodVery Good-1400
June 199582.5GoodVery GoodVery GoodVery Good-1700
May 199387.9GoodVery GoodVery GoodVery Good-500
April 199187.9GoodVery GoodVery GoodVery Good-500