E0150 over THOMPSON CREEK

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

Map

Coordinates:
+36.79672, -97.37927
36°47'48" N, 97°22'45" W

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

Name:	E0150 over THOMPSON CREEK
Structure number:	123840000000000
Location:	2W 1S of I-35/SH11
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	88.3 ft. `[26.9 m]`
Total length:	91.9 ft. `[28.0 m]`
Roadway width between curbs:	17.4 ft. `[5.3 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1929
Year reconstructed:	1959
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:	Posted for load `[P]`
Average daily traffic:	75 `[as of 2008]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
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:	29.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$485,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2009	Poor	Fair	Poor	Fair	75	29.9
December 1999	Poor	Very Good	Critical	Satisfactory	75	30.9