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Nearby Bridges in NBI 2021: 1


CO RD 353 over PEACH CREEK (Route: 353)
Num:130900AA0353003x
Posted for load [P]
Built: 1910, Reconstructed: 2019
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Deck: Wood or Timber [8] with Wearing Surface: Other [9]
Bridge Dimensions
Length: 36 m = 118.1 ft
Main Spans: 1 at 19.5 m = 64.0 ft
Approach Spans: 2
Skew: 0
Width, Roadway: 3.3 m = 10.8 ft (1 Lanes) and Out-To-Out: 3.6 m = 11.8 ft for a 5.5 m = 18.0 ft approaching roadway.
Vertical Clearance: 3.41 m = 11.2 ft and Navigational Clearance: 0 = N/A
Location
Unknown [00000]: Gonzales County [177], Texas [48]
Owned by County Highway Agency [02], DOT District: 13
2.55 MI E OF CR 228
Condition
Deck: Very Good [8]
Superstructure: Satisfactory [6]
Substructure: Very Good [8]
Loading
Design:
Operating: 7.3 metric ton = 8.0 tons (Allowable Stress(AS) [2])
Inventory: 4.5 metric ton = 5.0 tons (Allowable Stress(AS) [2])
Appraisal
Structural: Basically intolerable requiring high priority of replacement [2]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Basically intolerable requiring high priority of corrrective action [3] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: December 1999 [1299] and Frequency: 24
Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 1 km = 0.6 mi
Traffic
ADT: 20 (2010) and Trucks: 0%
Future ADT: 80 (In 2030 )

Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S  - Dismantled and/or in storage. L -  Severe loss of historic integrity due to alteration.

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