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FM 684 over DUTCHMAN CREEK

Map 

Coordinates:
+33.89224, -100.82041
33°53'32" N, 100°49'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 684 over DUTCHMAN CREEK
Structure number:251730170201004
Location:1.70 MI E OF SH 70
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:71.9 ft. [21.9 m]
Total length:545.0 ft. [166.1 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:2000
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:8
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201592.3Not deficientGoodVery GoodGood80
May 201392.3Not deficientGoodVery GoodGood80
May 201192.4Not deficientGoodVery GoodGood60
August 200991.4Not deficientGoodVery GoodGood70
August 200792.6Not deficientGoodVery GoodGood40
August 200592.1Not deficientGoodVery GoodGood100
September 200390.2Not deficientGoodVery GoodGood100
October 200192.2Not deficientGoodVery GoodGood100
December 200092.2Not deficientVery GoodVery GoodVery Good100
20000.0Not applicable---10