Bridge Type
Main Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Deck: Concrete Precast Panels [2] with Wearing Surface:
Bridge Dimensions
Length: 891.5 m = 2925.0 ft
Main Spans: 23 at 37.2 m = 122.1 ft
Approach Spans: 2
Skew: 0
Width, Roadway: 15.8 m = 51.8 ft (2 Lanes) and Out-To-Out: 16.5 m = 54.1 ft for a 15.9 m = 52.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [00000]: Hemphill County [211], Texas [48]
Owned by State Highway Agency [01], DOT District: 4
0.4 MI S OF US 60
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 44.4 metric ton = 48.8 tons (Unknown [A])
Inventory: 32.7 metric ton = 36.0 tons (Unknown [A])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: August 1999 [899] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 13.2 km = 8.2 mi
Traffic
ADT: 3700 (2019) and Trucks: 26%
Future ADT: 4630 (In 2033
)
