1520C over MUDDY BOGGY CREEK

Map

Coordinates:
+34.46937, -96.17867
34°28'10" N, 96°10'43" W

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

Name:	1520C over MUDDY BOGGY CREEK
Structure number:	223900000000000
Old structure number:	15E1755N3840001 `(from 1992 edition)`
Location:	3.0 MI E LEHIGH
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	100.1 ft. `[30.5 m]`
Total length:	232.0 ft. `[70.7 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	1989
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2016]`
Truck traffic:	15% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	100.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$775,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Good	Very Good	Satisfactory	100	100.0
March 2016	Good	Good	Very Good	Very Good	100	100.0
March 2014	Good	Good	Very Good	Very Good	100	100.0
March 2012	Good	Good	Very Good	Very Good	100	100.0
June 2010	Good	Good	Very Good	Good	100	100.0
June 2008	Good	Good	Very Good	Good	100	100.0
June 2006	Good	Good	Very Good	Good	100	100.0
August 2004	Good	Good	Very Good	Good	100	100.0
July 2002	Good	Good	Very Good	Good	100	100.0
July 2000	Good	Good	Very Good	Good	100	100.0
April 1998	Good	Good	Very Good	Good	100	100.0
April 1996	Good	Good	Excellent	Good	100	100.0
March 1994	Good	Very Good	Very Good	Very Good	100	100.0
April 1992	Good	Very Good	Very Good	Very Good	100	100.0