ROUTE 164 WBL over 58 WBL; 164 EBL & PMT

Map

Coordinates:
+36.85324, -76.33135
36°51'12" N, 76°19'53" W

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

Name:	ROUTE 164 WBL over 58 WBL; 164 EBL & PMT
Structure number:	000000000028376
Location:	0.00 BEG. 164
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	190.0 ft. `[57.9 m]`
Total length:	2070.0 ft. `[630.9 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	45.3 ft. `[13.8 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	2006
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	12
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	24,162 `[as of 2014]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 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:	Equal to present desirable criteria `[8]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	96.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Good	Good	Good	Good	24162	96.6
July 2016	Good	Good	Good	Good	24162	96.6
July 2014	Good	Good	Good	Good	1500	99.8
July 2012	Good	Good	Good	Good	1500	99.8
July 2010	Good	Good	Good	Good	1500	99.8
October 2008	Good	Good	Very Good	Very Good	1500	95.8
July 2006	Good	Very Good	Very Good	Very Good	1500	95.8

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.	19,106	19,066	40	0	0
Steel Protective Coating	sq. ft.	238,440	238,372	68	0	0
Deck
Reinforced Concrete Deck	sq. ft.	126,600	99,951	989	25,660	0
Substructure
Reinforced Concrete Column	each	13	12	1	0	0
Reinforced Concrete Pier Wall	linear ft.	152	104	48	0	0
Reinforced Concrete Abutment	linear ft.	46	31	4	11	0
Reinforced Concrete Pier Cap	linear ft.	862	841	21	0	0
Joints
Strip Seal Joint	linear ft.	365	0	365	0	0
Compression Joint	linear ft.	46	41	0	5	0
Assembly without Seal Joint	linear ft.	115	103	12	0	0
Bearings
Movable Bearing	each	12	2	10	0	0
Steel Protective Coating	sq. ft.	12	0	12	0	0
Pot Bearing	each	122	0	122	0	0
Steel Protective Coating	sq. ft.	122	0	122	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	3,640	3,611	8	21	0
Steel Protective Coating	sq. ft.	18,200	18,200	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	4,140	3,622	0	518	0