PR 53 over CEIBA CREEK & PR 975

Map

Coordinates:
+18.27167, -65.65000
18°16'18" N, 65°39'00" W

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

Name:	PR 53 over CEIBA CREEK & PR 975
Structure number:	023081
Location:	0.8 KM NW OF CEIBA
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	117.1 ft. `[35.7 m]`
Total length:	249.7 ft. `[76.1 m]`
Roadway width between curbs:	80.7 ft. `[24.6 m]`
Deck width edge-to-edge:	107.6 ft. `[32.8 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	26°
Owner:	State Toll Authority `[31]`
Year built:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
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:	20,119 `[as of 2007]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 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:	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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	94.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Fair	Good	Good	20119	94.0
October 2015	Fair	Fair	Good	Good	20119	94.0
October 2013	Fair	Fair	Good	Good	20119	94.0
October 2011	Fair	Fair	Good	Good	19600	94.0
April 2009	Fair	Satisfactory	Good	Good	19600	95.0
October 2007	Fair	Satisfactory	Good	Good	18600	95.0
November 2005	Good	Good	Good	Good	18600	95.0
April 2001	Good	Good	Good	Good	16600	95.0
June 1999	Good	Good	Good	Good	12900	91.1
March 1997	Good	Good	Very Good	Very Good	9200	93.0
January 1995	Good	Good	Very Good	Very Good	12000	93.0

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	3,258	3,232	26	0	0
Deck
Reinforced Concrete Deck	sq. ft.	43,974	24,070	18,728	1,176	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	454	433	21	0	0
Reinforced Concrete Pier Cap	linear ft.	107	90	17	0	0
Joints
Compression Joint	linear ft.	325	150	124	51	0
Bearings
Elastomeric Bearing	each	80	80	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,301	1,250	51	0	0