An 8-panel 170’ Warren ‘camelback’ through truss main span with a pair of 50' simple I-beam steel stringer approach spans on the south side of the St Francis River and a series of three 190' (60'-70-60') continuous I-beam steel stringer approach spans on the north side of the river.
Bridge J21R carried US Route 67 over the St Francis River for 70 years. It opened to traffic in December 1941 - replacing a 20' wide converted railway bridge located just downstream. It was removed from service in August 2010 after a new four lane replacement was opened and it was demolished in December 2011.
J21R replaced bridge J21 located a short distance downstream. Bridge J21 was a pin connected 7-panel Pratt through truss that was moved to the St Francis River by the Williamsville Greenville & St Louis RR in 1909 from previous use elsewhere by the Missouri Pacific Railroad. In 1930, 12 years after the W G & St L railways successor the Ozark Valley Railway when bankrupt, the abandoned bridge was acquired by the Missouri Highway Department for use by Route 67 - which was then in the process of being realigned widened and paved. The improved highway 67 was routed across the St Francis on the former W G & St L railway alignment. In 1930-31 for use by US Route 67, the Pratt truss railroad bridge was widened 6' by the St Louis Structural Steel Co. and new concrete approaches where built by the S J Cohen Construction Co. Bridge J21 remained in use on Route 67 for just 10 years until a replacement at higher elevation was made necessary by construction of the Wappapello Dam 20 miles downstream. When bridge J21R was completed in 1941, the modified Pratt truss was then dismantled and saved for later use. It was moved by the Corps of Engineers and re-erected in 1945 in Cross County Arkansas on State Route 42 over the St Francis Bay Ditch. While in service on Route 42 for the Arkansas Highway Department, it was known as Bridge No. 2011.
Concrete filled riveted steel pier in photo 10 is from a bridge built for the Wayne County Court in 1911 by Stupp Bros Bridge & Iron Co..
- Through truss bridge over St. Francis River (Lake Wappapello) on US 67 at Old Greenville
- Wayne County, Missouri
- Removed and replaced
- Built 1941; Replaced 2011
- - Clinton Bridge Works of Clinton, Iowa (Main span & 2 50' simple spans)
- George W. Condon Co. of Omaha, Nebraska (Contractor)
- Illinois Steel Bridge Co. of Jacksonville, Illinois (Northern approach spans)
- Omaha Steel Works of Omaha, Nebaraska (Cast steel bearings for the main span & continuous northern continuous approach spans)
- Spuck Iron & Foundry Co. of St. Louis, Missouri (Iron alloy bearings for the two of the southern spans)
- Sverdrup & Parcel of St. Louis, Missouri (Designer)
- Riveted, 8-panel Warren through truss with a Camelback profile, a pair of 50' simple I-beam approach spans on the south side of the river and 3 190' continuous I-beam approach spans on the north side.
Length of largest span: 170.5 ft.
Total length: 850.8 ft.
Deck width: 25.9 ft.
Vertical clearance above deck: 15.1 ft.
- Approximate latitude, longitude
- +37.09595, -90.45445 (decimal degrees)
37°05'45" N, 90°27'16" W (degrees°minutes'seconds")
- Approximate UTM coordinates
- 15/726228/4108548 (zone/easting/northing)
- Quadrangle map:
- Greenville SW
- Land survey
- T. 28 N., R. 5 E., Sec. 13
- 395 ft. above sea level
- Inventory numbers
- MoDOT J-21R (Missouri Dept. of Transportation bridge number)
MONBI 5216 (Missouri bridge number on the National Bridge Inventory)
BH 22795 (Bridgehunter.com ID)
- Inspection (as of 12/2009)
- Deck condition rating: Fair (5 out of 9)
Superstructure condition rating: Satisfactory (6 out of 9)
Substructure condition rating: Fair (5 out of 9)
Appraisal: Functionally obsolete
Sufficiency rating: 39.8 (out of 100)
- Average daily traffic (as of 2009)
- June 29, 2015: New photo from Rusty Weisman
- June 18, 2015: New photos from Rusty Weisman
- February 5, 2013: Updated by Luke Harden: Corrected builder's section
- January 31, 2013: Updated by Rusty Weisman: added info on designer and fabricators and description of approach spans
- December 31, 2011: Updated by Tony Dillon: Changed status per forum post
- October 17, 2005: Posted additional photos from David Backlin