PIANO BRIDGE RD over EAST NAVIDAD RIVER (Route: 0)
Num:130760AA0189001x
Posted for load [P]
Built: 0, Reconstructed: 2012
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Deck: Wood or Timber [8] with Wearing Surface: Other [9]

Bridge Dimensions
Length: 37.2 m = 122.1 ft
Main Spans: 1 at 24.1 m = 79.1 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: 4.52 m = 14.8 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00000]: Fayette County [149], Texas [48]
Owned by County Highway Agency [02], DOT District: 13
1.15 MI E OF END FM 615

Condition
Deck: Very Good [8]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 19 metric ton = 20.9 tons (Unknown [A])
Inventory: 14.5 metric ton = 16.0 tons (Unknown [A])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
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: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: February 2020 [0220] 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: 100 (2017) and Trucks: 0%
Future ADT: 200 (In 2032 )

PIANO BRIDGE RD over ROCKY CREEK (Route: 480)
Num:130760AA0189002x
Posted for load [P]
Built: 1990, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Steel [3] Other [00]
Approach Span(s): Other [00]
Deck: Steel plate (includes orthotropic) [5] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 25.9 m = 85.0 ft
Main Spans: 1 at 23.8 m = 78.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 5.3 m = 17.4 ft (1 Lanes) and Out-To-Out: 5.3 m = 17.4 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
Unknown [00000]: Fayette County [149], Texas [48]
Owned by County Highway Agency [02], DOT District: 13
0.35 MI W OF FM 1383

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design:
Operating: 29 metric ton = 31.9 tons (Allowable Stress(AS) [2])
Inventory: 17.2 metric ton = 18.9 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
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: February 2020 [0220] and Frequency: 24

Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 100 (2017) and Trucks: 0%
Future ADT: 80 (In 2036 )