US 64 over Union Pacific RR

Facts

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

Name:	US 64 over Union Pacific RR
Structure number:	000000000001956
Location:	.10 M N of Jct 326
Purpose:	Carries highway over railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	46.9 ft. `[14.3 m]`
Total length:	207.0 ft. `[63.1 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.2 ft. `[8.3 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1936
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	5
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	12,000 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	72.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,157,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Satisfactory	Satisfactory	Satisfactory	12000	72.2
August 2016	Fair	Fair	Satisfactory	Satisfactory	12000	71.1
August 2014	Fair	Fair	Satisfactory	Satisfactory	12000	71.1
August 2012	Fair	Fair	Satisfactory	Satisfactory	12000	71.1
September 2010	Fair	Satisfactory	Satisfactory	Satisfactory	12000	72.2
September 2008	Fair	Satisfactory	Satisfactory	Satisfactory	12000	72.2
July 2006	Fair	Satisfactory	Satisfactory	Satisfactory	11100	48.8
September 2004	Fair	Satisfactory	Satisfactory	Satisfactory	11000	48.9
July 2002	Fair	Satisfactory	Satisfactory	Satisfactory	11000	48.7
August 2000	Fair	Satisfactory	Satisfactory	Satisfactory	9700	49.6
July 1998	Fair	Satisfactory	Satisfactory	Good	9700	49.6
September 1996	Fair	Satisfactory	Satisfactory	Good	5385	52.7
September 1994	Fair	Satisfactory	Satisfactory	Good	5385	52.7
September 1992	Fair	Satisfactory	Satisfactory	Good	5385	52.7
August 1990	Fair	Satisfactory	Satisfactory	Very Good	5726	52.4

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	621	590	23	8	0
Deck
Reinforced Concrete Top Flange	sq. ft.	5,651	5,551	0	100	0
Wearing Surfaces	sq. ft.	4,968	4,968	0	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	77	75	0	2	0
Reinforced Concrete Pier Cap	linear ft.	136	136	0	0	0
Joints
Assembly without Seal Joint	linear ft.	204	102	0	102	0
Bearings
Movable Bearing	each	15	0	14	1	0
Steel Protective Coating	sq. ft.	45	0	0	42	3
Fixed Bearing	each	15	0	15	0	0
Steel Protective Coating	sq. ft.	45	0	18	27	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	414	411	0	3	0