LOCAL ROAD over SAN ANTONIO RIVER

Map 

Facts 

Name:	LOCAL ROAD over SAN ANTONIO RIVER
Structure number:	015301
Location:	5 KM WEST OF MARICAO
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	28.2 ft. [8.6 m]
Total length:	62.0 ft. [18.9 m]
Roadway width between curbs:	22.3 ft. [6.8 m]
Deck width edge-to-edge:	26.2 ft. [8.0 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1960
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:	2
Main spans material:	Steel [3]
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]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:	Fair
Status:	Posted for load [P]
Average daily traffic:	400 [as of 2005]
Truck traffic:	4% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:	Equal to present minimum criteria [6]
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action [3]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:	None present but re-evaluation suggested [5]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	61.4 tons [55.8 metric tons]
Inventory rating:	32.9 tons [29.9 metric tons]
Sufficiency rating:	53.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$32,000

Previous Inspections 

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2016	53.1	Fair	Fair	Fair	Satisfactory	FO	400
September 2014	53.1	Fair	Fair	Fair	Satisfactory	FO	400
August 2012	50.1	Fair	Fair	Fair	Satisfactory	FO	400
August 2010	53.1	Fair	Fair	Fair	Satisfactory	FO	400
June 2008	54.6	Fair	Fair	Fair	Satisfactory	FO	400
August 2006	40.0	Fair	Fair	Fair	Satisfactory	-	400
December 2004	40.0	Fair	Fair	Fair	Satisfactory	-	400
June 2002	41.3	Fair	Satisfactory	Fair	Satisfactory	-	400
March 2000	42.5	Fair	Fair	Fair	Satisfactory	-	400
April 1998	40.0	Fair	Fair	Fair	Satisfactory	-	400
May 1996	40.0	Fair	Fair	Fair	Satisfactory	-	400
November 1994	44.5	Fair	Fair	Satisfactory	Satisfactory	-	400
December 1992	45.0	Fair	Fair	Satisfactory	Satisfactory	-	360
February 1991	39.0	Fair	Fair	Fair	Fair	FO	360