PACIFIC ST/FAU5044 over BIG PAPILLION CREEK

Map

Coordinates:
+41.24875, -96.07929
41°14'56" N, 96°04'45" W

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

Name:	PACIFIC ST/FAU5044 over BIG PAPILLION CREEK
Structure number:	U182522220
Location:	PACIFIC @ 107TH ST
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	100.1 ft. `[30.5 m]`
Total length:	241.2 ft. `[73.5 m]`
Roadway width between curbs:	64.0 ft. `[19.5 m]`
Deck width edge-to-edge:	71.9 ft. `[21.9 m]`
Skew angle:	15°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1968
Year reconstructed:	1976
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	32,400 `[as of 2010]`
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]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour conditions; field review indicates action is required. `[4]`
Operating rating:	67.9 tons `[61.7 metric tons]`
Inventory rating:	40.9 tons `[37.2 metric tons]`
Sufficiency rating:	84.9
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2016	84.9	Good	Very Good	Very Good	Very Good	-	32400
May 2014	84.9	Good	Very Good	Very Good	Very Good	-	32400
May 2012	72.1	Poor	Poor	Satisfactory	Fair	SD	32400
May 2010	71.3	Poor	Poor	Fair	Fair	SD	34700
April 2008	68.8	Poor	Poor	Fair	Fair	SD	42300
March 2006	70.2	Poor	Poor	Fair	Fair	SD	37900
June 2004	70.2	Poor	Poor	Satisfactory	Fair	SD	37900
December 2002	68.6	Poor	Poor	Good	Fair	SD	42700
October 2000	88.2	Poor	Poor	Good	Satisfactory	SD	39700
May 1998	88.2	Poor	Poor	Good	Satisfactory	SD	39700
August 1996	90.6	Fair	Fair	Good	Good	-	38065
September 1994	90.5	Fair	Fair	Good	Good	-	36550
June 1992	91.1	Fair	Fair	Good	Good	-	32450
October 1990	88.0	Fair	Satisfactory	Good	Good	-	32450