RT BB S over CROOKED RVR

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

Map

Coordinates:
+39.48261, -94.08548
39°28'57" N, 94°05'08" W

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

Name:	RT BB S over CROOKED RVR
Structure number:	7067
Old structure number:	N 525 1 `(from 1992 edition)`
Location:	S 18 T 54 N R 28 W
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	40.4 ft. `[12.3 m]`
Total length:	109.9 ft. `[33.5 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	22.3 ft. `[6.8 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1958
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Channel beam `[22]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	200 `[as of 2008]`
Truck traffic:	10% of total traffic
Deck condition:	Poor `[4 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	7.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$645,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2009	Poor	Poor	Poor	Fair	200	7.5
November 1999	Poor	Poor	Poor	Fair	85	33.9
September 1991	Poor	Poor	Poor	Satisfactory	108	9.6