Share:

HAMMOND BLVD over JUMPING GULLEY BRANCH

Map 

Coordinates:
+30.29500, -81.79806
30°17'42" N, 81°47'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAMMOND BLVD over JUMPING GULLEY BRANCH
Structure number:724328
Location:0.5 MI NORTH OF SR 228
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:10,081 [as of 2014]
Truck traffic:5% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:54.3 tons [49.4 metric tons]
Inventory rating:40.4 tons [36.7 metric tons]
Sufficiency rating:96.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$34,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201496.0Not deficientGoodGoodGood10081
December 201296.0Not deficientGoodGoodGood10081
December 201096.0Not deficientGoodGoodGood10081
December 200890.8Not deficientGoodGoodGood10081
December 200690.8Not deficientGoodGoodGood10081
December 200490.8Not deficientGoodGoodGood10081
December 200290.8Not deficientGoodGoodGood10081
December 200096.6Not deficientSatisfactorySatisfactoryGood10081
December 199897.6Not deficientGoodGoodGood10081
December 199697.6Not deficientGoodVery GoodGood10081
January 199597.5Not deficientVery GoodVery GoodVery Good10081
January 199390.7Not deficientVery GoodVery GoodVery Good10081
February 199188.7Not deficient-ExcellentVery Good10081