SH 25/Cleburne Co over PINEY CREEK

Facts

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

Name:	SH 25/Cleburne Co over PINEY CREEK
Structure number:	000000000000866
Location:	2.5 MI SW JCT 107-25
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	137.1 ft. `[41.8 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.2 ft. `[8.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1929
Year reconstructed:	1960
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	4
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	3,800 `[as of 2014]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	48.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$535,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Good	Satisfactory	Satisfactory	3800	48.5
February 2016	Fair	Good	Satisfactory	Satisfactory	4300	47.2
February 2015	Fair	Good	Satisfactory	Satisfactory	4300	47.2
February 2014	Fair	Good	Satisfactory	Satisfactory	3200	50.0
February 2013	Fair	Good	Satisfactory	Satisfactory	3200	50.0
February 2012	Fair	Good	Satisfactory	Satisfactory	3200	72.8
February 2011	Fair	Good	Satisfactory	Satisfactory	3200	72.8
February 2010	Fair	Good	Satisfactory	Satisfactory	3200	72.8
February 2009	Fair	Good	Satisfactory	Satisfactory	3700	72.0
February 2008	Fair	Good	Satisfactory	Satisfactory	3000	73.1
January 2007	Fair	Good	Satisfactory	Satisfactory	3000	73.1
February 2006	Fair	Good	Satisfactory	Satisfactory	3000	73.1
February 2005	Fair	Good	Satisfactory	Satisfactory	3000	73.1
January 2003	Fair	Good	Satisfactory	Satisfactory	2700	73.6
February 2002	Fair	Good	Satisfactory	Satisfactory	2700	73.6
January 2001	Fair	Good	Satisfactory	Satisfactory	2700	73.6
January 2000	Fair	Good	Satisfactory	Satisfactory	2700	73.6
February 1999	Fair	Good	Satisfactory	Satisfactory	2700	73.6
February 1998	Fair	Good	Satisfactory	Satisfactory	2650	73.7
February 1997	Fair	Good	Satisfactory	Satisfactory	1095	78.3
February 1996	Fair	Good	Satisfactory	Satisfactory	1095	78.3
February 1995	Fair	Good	Satisfactory	Satisfactory	1095	78.3
February 1994	Fair	Good	Satisfactory	Satisfactory	1095	32.6
February 1993	Fair	Good	Satisfactory	Satisfactory	1095	32.6
April 1990	Fair	Good	Satisfactory	Satisfactory	1902	28.8

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	399	241	150	8	0
Reinforced Concrete Girder/Beam	linear ft.	226	214	11	1	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,326	3,231	80	15	0
Substructure
Reinforced Concrete Column	each	6	0	6	0	0
Reinforced Concrete Pier Wall	linear ft.	20	20	0	0	0
Reinforced Concrete Abutment	linear ft.	99	35	52	12	0
Reinforced Concrete Pile Cap/Footing	linear ft.	8	8	0	0	0
Reinforced Concrete Pier Cap	linear ft.	69	57	0	12	0
Bearings
Movable Bearing	each	4	4	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	274	274	0	0	0