PACIFIC ST/FAU5044 over BIG PAPILLION CREEK

Map

Coordinates:
+41.24875, -96.07915
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:	Better than present minimum criteria `[7]`
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]`
Sufficiency rating:	84.9
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Very Good	Very Good	Very Good	32400	84.9
June 2017	Good	Very Good	Very Good	Very Good	32400	84.9
May 2016	Good	Very Good	Very Good	Very Good	32400	84.9
May 2014	Good	Very Good	Very Good	Very Good	32400	84.9
May 2012	Poor	Poor	Satisfactory	Fair	32400	72.1
May 2010	Poor	Poor	Fair	Fair	34700	71.3
April 2008	Poor	Poor	Fair	Fair	42300	68.8
March 2006	Poor	Poor	Fair	Fair	37900	70.2
June 2004	Poor	Poor	Satisfactory	Fair	37900	70.2
December 2002	Poor	Poor	Good	Fair	42700	68.6
October 2000	Poor	Poor	Good	Satisfactory	39700	88.2
May 1998	Poor	Poor	Good	Satisfactory	39700	88.2
August 1996	Fair	Fair	Good	Good	38065	90.6
September 1994	Fair	Fair	Good	Good	36550	90.5
June 1992	Fair	Fair	Good	Good	32450	91.1
October 1990	Fair	Satisfactory	Good	Good	32450	88.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	2,400	2,399	1	0	0
Steel Protective Coating	sq. ft.	20,880	20,879	0	1	0
Deck
Reinforced Concrete Deck	sq. ft.	20,190	18,169	2,020	1	0
Substructure
Reinforced Concrete Column	each	10	10	0	0	0
Reinforced Concrete Abutment	linear ft.	172	114	53	5	0
Reinforced Concrete Pile Cap/Footing	linear ft.	84	84	0	0	0
Steel Pile	each	127	127	0	0	0
Reinforced Concrete Pile	each	80	80	0	0	0
Reinforced Concrete Pier Cap	linear ft.	161	160	1	0	0
Joints
Compression Joint	linear ft.	132	125	4	3	0
Bearings
Movable Bearing	each	22	22	0	0	0
Fixed Bearing	each	18	18	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	483	167	316	0	0