HAMMOND BLVD over JUMPING GULLEY BRANCH

Map 

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]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	10,081 [as of 2008]
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]
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:	90.8
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$34,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	10,081 [as of 1998]
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]
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]
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:	97.6
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$34,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	10,081 [as of 1991]
Truck traffic:	2% of total traffic
Superstructure condition:	Excellent [9 out of 9]
Substructure condition:	Very Good [8 out of 9]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	54.5 tons [49.5 metric tons]
Inventory rating:	39.6 tons [36.0 metric tons]
Sufficiency rating:	88.7
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$34,000

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