COUNTY RD 802 over ELKHORN CR

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

Map

Coordinates:
+40.26776, -95.01246
40°16'04" N, 95°00'45" W

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

Name:	COUNTY RD 802 over ELKHORN CR
Structure number:	14969
Old structure number:	804R014 074 `(from 1992 edition)`
Location:	S 13 T 63 N R 37 W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	99.1 ft. `[30.2 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Vertical clearance above deck:	12.8 ft. `[3.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1910
Historic significance:	Historical significance is not determinable at this time `[4]`
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:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	15 `[as of 2009]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	23.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$426,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2009	Fair	Satisfactory	Fair	Good	15	23.4
December 1998	Good	Good	Very Good	Very Good	35	76.8
February 1991	Good	Excellent	Very Good	Excellent	35	73.8