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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,081 [as of 2016]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201696.0GoodGoodGoodGood-10081
December 201496.0GoodGoodGoodGood-10081
December 201296.0GoodGoodGoodGood-10081
December 201096.0GoodGoodGoodGood-10081
December 200890.8GoodGoodGoodGood-10081
December 200690.8GoodGoodGoodGood-10081
December 200490.8GoodGoodGoodGood-10081
December 200290.8GoodGoodGoodGood-10081
December 200096.6FairSatisfactorySatisfactoryGood-10081
December 199897.6GoodGoodGoodGood-10081
December 199697.6GoodGoodVery GoodGood-10081
January 199597.5GoodVery GoodVery GoodVery Good-10081
January 199390.7GoodVery GoodVery GoodVery Good-10081
February 199188.7Good-ExcellentVery Good-10081