I 15 SBL over I 15B;POCATELLO CREEK IC

Map

Coordinates:
+42.89719, -112.43578
42°53'50" N, 112°26'09" W

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

Name:	I 15 SBL over I 15B;POCATELLO CREEK IC
Structure number:	000000000011276
Location:	IN POCATELLO
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	73.2 ft. `[22.3 m]`
Total length:	148.0 ft. `[45.1 m]`
Roadway width between curbs:	58.1 ft. `[17.7 m]`
Deck width edge-to-edge:	61.0 ft. `[18.6 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1998
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	18,250 `[as of 2016]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	94.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Good	Good	18250	94.0
November 2014	Fair	Satisfactory	Good	Good	15750	96.0
November 2012	Fair	Satisfactory	Good	Good	15750	98.0
November 2010	Fair	Satisfactory	Very Good	Satisfactory	32000	98.0
November 2008	Fair	Satisfactory	Very Good	Satisfactory	30500	98.0
November 2006	Good	Good	Very Good	Very Good	31500	98.0
November 2004	Good	Good	Very Good	Very Good	31500	98.0
November 2002	Good	Good	Very Good	Very Good	30000	98.0
November 2000	Good	Good	Very Good	Very Good	16200	98.0
June 1999	Good	Good	Excellent	Excellent	16200	98.0

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.	1,024	1,024	0	0	0
Steel Protective Coating	sq. ft.	11,575	11,575	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,028	8,308	696	24	0
Wearing Surfaces	sq. ft.	8,613	8,613	0	0	0
Concrete Protective Coating	sq. ft.	8,613	8,613	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	25	25	0	0	0
Reinforced Concrete Abutment	linear ft.	125	125	0	0	0
Reinforced Concrete Pier Cap	linear ft.	62	57	5	0	0
Joints
Compression Joint	linear ft.	121	0	121	0	0
Bearings
Elastomeric Bearing	each	7	7	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	364	349	14	1	0
Concrete Protective Coating	sq. ft.	1,092	1,092	0	0	0