ESECO over CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+35.95668, -96.68829
35°57'24" N, 96°41'18" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	ESECO over CREEK
Structure number:	010060000000000
Location:	ESECOEUCHEE VY.4E
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	49.9 ft. `[15.2 m]`
Roadway width between curbs:	15.4 ft. `[4.7 m]`
Deck width edge-to-edge:	15.7 ft. `[4.8 m]`
Owner:	County Highway Agency `[02]`
Year built:	1920
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Poor
Status:	Open, temporary structure in place to carry legal loads `[E]`
Average daily traffic:	24 `[as of 2008]`
Truck traffic:	10% of total traffic
Deck condition:	Serious `[3 out of 9]`
Superstructure condition:	Critical `[2 out of 9]`
Substructure condition:	Critical `[2 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	19.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$225,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2010	Poor	Serious	Critical	Critical	24	19.8
February 1996	Poor	Poor	Poor	Serious	10	22.0