Bridge Type
Main Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 10.1 m = 33.1 ft
Main Spans: 1 at 9.8 m = 32.2 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 4.1 m = 13.5 ft (1 Lanes) and Out-To-Out: 4.6 m = 15.1 ft for a 5.5 m = 18.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Lower Salford [45096]: Montgomery County [091], Pennsylvania [42]
Owned by Town or Township Highway Agency [03], DOT District: 6
0.9 MI S SR63 ADC 3030-E5
Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Satisfactory [6]
Loading
Design: HL93 [A]
Operating: 71.7 metric ton = 78.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 55.3 metric ton = 60.8 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: October 1999 [1099] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 750 (2013) and Trucks: 2%
Future ADT: 1000 (In 2033
)