Rating:
2 votes

Fulfer Creek Bridge

Photos 

West side

Photo taken by Robert Stephenson in September 2008

Enlarge

BH Photo #123204

Map 

Facts 

Overview
Pony truss bridge over Fulfer Creek on TR 34A, 1.25 mi. southwest of Gilmore
Location
Effingham County, Illinois
Status
Replaced by a new bridge
History
Built 1909,replaced 2013
Design
Pin-connected, 5-panel Pratt half-hip pony truss
Dimensions
Length of largest span: 64.6 ft.
Total length: 66.5 ft.
Deck width: 14.1 ft.
Approximate latitude, longitude
+38.97472, -88.72944   (decimal degrees)
38°58'29" N, 88°43'46" W   (degrees°minutes'seconds")
Approximate UTM coordinates
16/350186/4315393 (zone/easting/northing)
Quadrangle map:
Edgewood
Inventory numbers
IL 025-3058 (Illinois bridge number)
BH 15214 (Bridgehunter.com ID)
Inspection (as of 03/2013)
Deck condition rating: Very Good (8 out of 9)
Superstructure condition rating: Critical (2 out of 9)
Substructure condition rating: Serious (3 out of 9)
Appraisal: Structurally deficient
Sufficiency rating: 21.9 (out of 100)
Average daily traffic (as of 2008)
25

Update Log 

  • June 6, 2015: Updated by Elliott Johnson: the NBI shows this bridge has been replaced, can anyone confirm?
  • July 4, 2009: Updated by Kim Harvey: Future Prospects
  • September 7, 2008: New photos from Robert Stephenson

Sources 

Comments 

Fulfer Creek Bridge
Posted July 2, 2013, by Nathan Holth

This bridge's doom is near. It appears in the most recent contract posting:

Contract No. 95713 Effingham County District 7

Section 02-15108-00-BR

TR 34A Project BROS-49(161)

Project consists of the removal of the existing structure and construction of a single span precast prestressed concrete deck beam bridge (33" depth), aggregate approaches, earthwork and all other incidental items to complete the work on TR 34A, 1 mile southwest of Gilmore over Fulfer Creek; includes 233 unit tree removal; 271 cu yd earth and channel excavation; 655 cu yd furnished excavation; 92 ton porous granular embankment; 172 ton stone dumped riprap; 520 ton aggregate surface course; 1 removal of existing structures; 2,008 sq ft precast prestressed concrete deck beams; 3,560 lb reinforcement bars; 358 ft furnishing and driving piles; 21.6 cu yd concrete structures; federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (35 Working Days) (Job No. C-97-036-13) (7-10282-0000) (See the Special Provisions for the DBE Percentage)