C-42-395 over CLINCHFIELD RR

Map

Coordinates:
+35.11200, -81.87049
35°06'43" N, 81°52'14" W

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

Name:	C-42-395 over CLINCHFIELD RR
Structure number:	000000000001143
Old structure number:	004290039500100 `(from 1992 edition)`
Location:	2.7 MI S CHESNEE
Purpose:	Carries highway over railroad
Route classification:	Local (Rural) `[09]`
Length of largest span:	109.9 ft. `[33.5 m]`
Total length:	109.9 ft. `[33.5 m]`
Roadway width between curbs:	28.5 ft. `[8.7 m]`
Deck width edge-to-edge:	29.5 ft. `[9.0 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	2011
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
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:	126 `[as of 2017]`
Truck traffic:	6% of total traffic
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]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	96.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Very Good	Very Good	Very Good	126	96.0
October 2015	Good	Very Good	Very Good	Very Good	126	96.0
October 2013	Good	Very Good	Very Good	Very Good	126	96.0
January 2012	Good	Excellent	Excellent	Excellent	126	96.0
November 2010	Poor	Fair	Poor	Poor	126	16.5
December 2009	Poor	Fair	Poor	Poor	126	16.5
October 2008	Poor	Fair	Poor	Poor	126	16.5
December 2007	Poor	Satisfactory	Poor	Poor	126	16.5
November 2006	Poor	Satisfactory	Poor	Poor	130	16.5
November 2005	Poor	Satisfactory	Poor	Poor	120	16.5
December 1999	Poor	Good	Poor	Poor	747	15.5
December 1991	Poor	Fair	Satisfactory	Poor	325	16.0

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	770	770	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Steel Truss	linear ft.	220	220	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Steel Floor Beam	linear ft.	178	178	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	60	60	0	0	0
Bearings
Elastomeric Bearing	each	4	4	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	220	220	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,256	3,256	0	0	0