Pfeiffer Rd over Big Creek

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

Map

Coordinates:
+38.03806, -87.82222
38°02'17" N, 87°49'20" W

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

Name:	Pfeiffer Rd over Big Creek
Structure number:	6500247
Location:	01.08 NW of Boberg Rd
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	36.1 ft. `[11.0 m]`
Total length:	104.0 ft. `[31.7 m]`
Roadway width between curbs:	23.6 ft. `[7.2 m]`
Deck width edge-to-edge:	24.3 ft. `[7.4 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1920
Year reconstructed:	2011
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	200 `[as of 2010]`
Truck traffic:	4% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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:	84.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2013	Good	Very Good	Very Good	Very Good	200	84.9
May 2010	Poor	Fair	Serious	Fair	200	21.1
March 2008	Poor	Fair	Serious	Fair	175	21.2
March 2006	Poor	Fair	Serious	Fair	175	23.4
February 2004	Poor	Fair	Serious	Fair	175	23.4
February 2003	Poor	Fair	Serious	Fair	175	23.4
February 2002	Poor	Fair	Serious	Fair	175	23.4
June 2000	Poor	Fair	Serious	Fair	175	23.7
June 1998	Poor	Fair	Serious	Fair	175	23.4
April 1996	Poor	Fair	Poor	Fair	175	34.2
May 1994	Fair	Fair	Fair	Fair	100	47.1
November 1991	Fair	Fair	Satisfactory	Fair	100	50.4
January 1990	Fair	Fair	Satisfactory	Fair	100	42.8