SH 187 Carroll Co over TABLE ROCK RESV,WHITE RI

Facts

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

Name:	SH 187 Carroll Co over TABLE ROCK RESV,WHITE RI
Structure number:	000000000002388
Location:	BEAVER, ARK
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	312.0 ft. `[95.1 m]`
Total length:	554.2 ft. `[168.9 m]`
Roadway width between curbs:	11.2 ft. `[3.4 m]`
Deck width edge-to-edge:	12.1 ft. `[3.7 m]`
Vertical clearance above deck:	13.8 ft. `[4.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1949
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Suspension `[13]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	660 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	23.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Fair	Fair	Satisfactory	660	23.8
August 2017	Fair	Fair	Fair	Satisfactory	660	23.8
August 2016	Fair	Fair	Satisfactory	Satisfactory	560	37.8
September 2015	Fair	Fair	Satisfactory	Satisfactory	560	37.8
September 2014	Fair	Fair	Satisfactory	Satisfactory	560	37.8
September 2013	Fair	Fair	Satisfactory	Satisfactory	480	40.3
March 2013	Fair	Fair	Satisfactory	Satisfactory	480	40.3
March 2012	Fair	Fair	Satisfactory	Satisfactory	480	40.3
November 2010	Fair	Fair	Satisfactory	Satisfactory	480	40.3
August 2009	Fair	Fair	Satisfactory	Satisfactory	480	40.3
February 2009	Fair	Fair	Fair	Satisfactory	760	24.3
March 2008	Fair	Fair	Satisfactory	Satisfactory	660	37.3
January 2007	Fair	Satisfactory	Satisfactory	Satisfactory	660	38.4
July 2005	Fair	Satisfactory	Satisfactory	Satisfactory	1500	34.4
January 2005	Fair	Good	Satisfactory	Satisfactory	1500	34.4
December 2003	Fair	Very Good	Good	Satisfactory	1500	34.1
November 2002	Fair	Fair	Fair	Fair	1500	17.9
January 2001	Fair	Fair	Fair	Fair	1600	17.0
November 1999	Fair	Fair	Fair	Fair	1600	17.0
May 1998	Fair	Fair	Fair	Fair	1600	17.0
December 1997	Fair	Fair	Fair	Fair	1500	17.9
November 1996	Fair	Fair	Fair	Fair	1530	17.6
October 1995	Fair	Fair	Fair	Fair	1530	17.6
November 1994	Fair	Fair	Fair	Fair	1530	21.1
November 1993	Fair	Fair	Fair	Fair	1530	21.1
November 1992	Fair	Satisfactory	Fair	Fair	765	28.0
August 1991	Fair	Satisfactory	Fair	Satisfactory	322	33.3

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.	1,044	157	862	25	0
Timber Girder/Beam	linear ft.	279	279	0	0	0
Steel Stringer	linear ft.	522	407	104	10	1
Steel Main Cable	linear ft.	2,394	2,194	200	0	0
Steel Secondary Cable	each	148	148	0	0	0
Steel Floor Beam	linear ft.	432	301	110	20	1
Steel Pin or Pin & Hangar Assembly	each	8	4	4	0	0
Substructure
Reinforced Concrete Column	each	4	3	1	0	0
Timber Column	each	10	0	2	5	3
Steel Column Tower/Trestle	linear ft.	154	154	0	0	0
Reinforced Concrete Pier Wall	linear ft.	30	24	3	3	0
Timber Abutment	linear ft.	44	22	0	22	0
Steel Pier Cap	linear ft.	38	22	8	8	0
Reinforced Concrete Pier Cap	linear ft.	40	36	4	0	0
Timber Pier Cap	linear ft.	22	22	0	0	0
Deck
Timber Deck	sq. ft.	6,636	68	4,886	1,667	15
Bearings
Movable Bearing	each	4	0	0	4	0
Bridge Rail
Timber Bridge Rail	linear ft.	1,106	975	89	42	0