C3068 over FIRST BRANCH WHITE R. (Route: 0)
Num:100904004609041x
Posted for load [P]
Built: 1883, Reconstructed: N/A [0000]
Historic: Bridge is on the NRHP. [1]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Wood or timber [7] Truss - Thru [10]
Approach Span(s): Wood or timber [7] Slab [01]
Deck: Wood or Timber [8] with Wearing Surface: Wood or Timber [7]

Bridge Dimensions
Length: 18.6 m = 61.0 ft
Main Spans: 1 at 15.8 m = 51.8 ft
Approach Spans: 1
Skew: 15
Width, Roadway: 4.3 m = 14.1 ft (1 Lanes) and Out-To-Out: 4.4 m = 14.4 ft for a 4.3 m = 14.1 ft approaching roadway.
Vertical Clearance: 2.44 m = 8.0 ft and Navigational Clearance: 0 = N/A

Location
Chelsea [13525]: Orange County [017], Vermont [50]
Owned by Town or Township Highway Agency [03], DOT District: 4
0.1 MI JCT VT110

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Good [7]
Loading
Design:
Operating: 3.6 metric ton = 4.0 tons ()
Inventory: 3.6 metric ton = 4.0 tons ()

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: Better than present minimum criteria [7] and Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inspections
Date: October 1999 [1099] 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: 0.2 km = 0.1 mi
Traffic
ADT: 40 (2019) and Trucks: 2%
Future ADT: 42 (In 2029 )

VT 00110 ML over CRANES BROOK (Route: 110)
Num:200169000809042x
Open: no restriction [A]
Built: 1932, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 7 m = 23.0 ft
Main Spans: 1 at 6.1 m = 20.0 ft
Approach Spans: 0
Skew: 30
Width, Roadway: 6 m = 19.7 ft (2 Lanes) and Out-To-Out: 7.2 m = 23.6 ft for a 6.7 m = 22.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Chelsea [13525]: Orange County [017], Vermont [50]
Owned by State Highway Agency [01], DOT District: 4
2.4 MI S JCT. VT.113

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: M 13.5 / H 15 [2]
Operating: 41.4 metric ton = 45.5 tons (Allowable Stress(AS) [2])
Inventory: 24.3 metric ton = 26.7 tons (Allowable Stress(AS) [2])

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 the assessed or calculated scour condition. [8]
Inspections
Date: July 1999 [799] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 6 km = 3.7 mi
Traffic
ADT: 1300 (2018) and Trucks: 6%
Future ADT: 1365 (In 2028 )