HULTON BR over N & S RR ALLEGHENY RIVER

Map 

Facts 

Name:	HULTON BR over N & S RR ALLEGHENY RIVER
Structure number:	022082001001480
Location:	OAKMONT BORO HULTON BRIDG
Purpose:	Carries highway and pedestrian walkway over railroad and waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	504.9 ft. [153.9 m]
Total length:	1544.0 ft. [470.6 m]
Roadway width between curbs:	21.0 ft. [6.4 m]
Deck width edge-to-edge:	22.3 ft. [6.8 m]
Vertical clearance above deck:	14.1 ft. [4.3 m]
Vertical clearance below bridge:	164.1 ft. [50.0 m]
Skew angle:	99°
Owner:	State Highway Agency [01]
Year built:	1909
Year reconstructed:	2000
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Number of main spans:	5
Main spans material:	Steel [3]
Main spans design:	Truss - Thru [10]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Latex Concrete or similar additive [3]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	20,046 [as of 2008]
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Satisfactory [6 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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	38.9 tons [35.4 metric tons]
Inventory rating:	5.0 tons [4.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	2.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$9,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	23,248 [as of 2000]
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 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:	None present but re-evaluation suggested [5]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	36.6 tons [33.3 metric tons]
Inventory rating:	5.9 tons [5.4 metric tons]
Sufficiency rating:	5.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$2,816,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	8,710 [as of 1992]
Truck traffic:	20% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Fair [5 out of 9]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	61.4 tons [55.8 metric tons]
Inventory rating:	40.6 tons [36.9 metric tons]
Sufficiency rating:	19.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$3,729,000

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