COUNTY RD 630 over DRAIN DTCH

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+36.68555, -89.63606
36°41'08" N, 89°38'10" W

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

Name:	COUNTY RD 630 over DRAIN DTCH
Structure number:	13204
Old structure number:	0310028 072 `(from 1992 edition)`
Location:	S 27 T 24 N R 13 E
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1975
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
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:	15 `[as of 2008]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 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 corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	42.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$402,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2009	Fair	Satisfactory	Satisfactory	Fair	15	42.8
November 1998	Fair	Satisfactory	Good	Fair	15	42.8
January 1991	Fair	Good	Good	Fair	15	42.8