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CALDWELL LN 32.5 over SR 589 SCP

Pasco County, Florida

Map

Coordinates:
+28.38646, -82.53659
28°23'11" N, 82°32'12" W

Facts

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

Name:	CALDWELL LN 32.5 over SR 589 SCP
Structure number:	140086
Location:	4.0MI N OF SR 52
Purpose:	Carries highway over highway
Route classification:	Local (Rural) `[09]`
Length of largest span:	156.2 ft. `[47.6 m]`
Total length:	301.2 ft. `[91.8 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	47.2 ft. `[14.4 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	40°
Owner:	State Toll Authority `[31]`
Year built:	1999
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:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,000 `[as of 2016]`
Truck traffic:	9% of total traffic
Deck condition:	Very Good `[8 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:	Better than present minimum criteria `[7]`
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:	98.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Very Good	Good	Good	3000	98.7
May 2016	Good	Very Good	Good	Good	3000	98.7
May 2014	Good	Very Good	Very Good	Good	17300	96.6
June 2012	Good	Very Good	Very Good	Good	17300	96.6
June 2010	Good	Very Good	Good	Good	17300	96.6
June 2008	Good	Very Good	Good	Good	17300	96.6
June 2006	Good	Very Good	Very Good	Good	15600	96.9
June 2004	Good	Very Good	Very Good	Good	11000	97.5
June 2002	Good	Excellent	Excellent	Very Good	1100	83.7
October 2000	Good	Excellent	Excellent	Very Good	1100	84.7

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1080233