Hickford Avenue over Meherrin River


+36.68501, -77.53699
36°41'06" N, 77°32'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Hickford Avenue over Meherrin River
Structure number:000000000020220
Location:0.19TILLAR ST0.05CENTER S
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:55.1 ft. [16.8 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,636 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:89.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201589.1GoodGoodGoodGood-2636
September 201385.2GoodGoodGoodGood-2800
September 201185.2GoodGoodGoodGood-2800
September 200985.2GoodGoodGoodGood-2800
September 200785.2GoodGoodGoodGood-2895
September 200585.2GoodGoodGoodGood-2895
September 200385.2GoodGoodGoodGood-2895
October 200185.2GoodGoodGoodGood-2895
October 199985.2GoodGoodGoodGood-2895
October 199786.2FairGoodSatisfactorySatisfactory-2895
September 199586.0FairGoodSatisfactorySatisfactory-2895
September 199386.0GoodGoodGoodGood-2895
September 199186.0GoodGoodGoodGood-2895