Rating:
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Lost Creek Bridge

Payne County, Oklahoma

Photo 

Photo taken by Gene McCluney in March 2009

Enlarge

BH Photo #136420

Map 

Facts 

Overview
Pony truss bridge over Lost Creek on E0715
Location
Payne County, Oklahoma
Status
Open to traffic
History
Built 1989, or more probably moved here in 1989.
Design
Pony truss
Parker pony truss
Dimensions
Length of largest span: 100.1 ft.
Total length: 101.4 ft.
Deck width: 24.9 ft.
Approximate latitude, longitude
+35.98500, -96.99833   (decimal degrees)
35°59'06" N, 96°59'54" W   (degrees°minutes'seconds")
Approximate UTM coordinates
14/680451/3984137 (zone/easting/northing)
Quadrangle map:
Tryon North
Average daily traffic (as of 2016)
200
Inventory numbers
OKNBI 223250000000000 (Oklahoma bridge number on the National Bridge Inventory)
BH 29623 (Bridgehunter.com ID)
Inspection report (as of March 2017)
Overall condition: Fair
Superstructure condition rating: Satisfactory (6 out of 9)
Substructure condition rating: Satisfactory (6 out of 9)
Deck condition rating: Satisfactory (6 out of 9)
Sufficiency rating: 71.2 (out of 100)
View more at BridgeReports.com

Categories 

Built 1989 (74)
Built during 1980s (646)
Oklahoma (1,971)
Open (38,293)
Owned by county (20,098)
Parker pony truss (367)
 Parker truss (1,614)
Payne County, Oklahoma (52)
Pony truss (15,729)
Span length 100-125 feet (4,235)
Total length 100-125 feet (5,004)
Truss (31,313)

Update Log 

  • April 2, 2009: New photo from Gene McCluney

Sources 

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Comments 

Lost Creek Bridge
Posted December 17, 2009, by Gary Hines (ghines [at] odot [dot] org)

I worked for Payne County District #3 from May,1989 thru Dec,2004. This bridge is one of 3 truss bridges that Payne County built in 1989-1992. Originaly, the bridges were all a part of a single location on SH 48 near Holdenville over the North Canadian River. The other two locations are: the Cottonwood Creek bridge on E0730 & the North Stillwater Creek bridge on McElroy Road (E0610. A small company out of Meeker (Diamond Valley Bridge - IIRC) erected the bridge(s). The truss was in pieces; the left & right trusses were complete & the floorbeams & stringers were separate. County forces (myself included) laid out the deck framework & tied the reinforcing steel after the truss was assembled. A private company was contracted to actually pour the deck.

Gary