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FM 1623 over HINES BRANCH

Map 

Coordinates:
+30.10012, -98.43922
30°06'00" N, 98°26'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 1623 over HINES BRANCH
Structure number:140160153401001
Location:1.0 MI W OF US 281
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1976
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Posted for load [P]
Average daily traffic:2,110 [as of 2013]
Truck traffic:19% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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: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]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:77.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201577.1Not deficientGoodGoodGood2110
May 201378.1Not deficientGoodGoodGood2000
June 201171.2Not deficientGoodGoodGood2000
June 200971.5Not deficientGoodGoodGood1800
June 200771.5Not deficientGoodGoodVery Good1800
May 200571.2Not deficientVery GoodGoodVery Good1750
April 200375.0Not deficientGoodSatisfactoryGood1400
April 200175.0Not deficientGoodSatisfactoryGood1600
May 199987.5Not deficientVery GoodSatisfactorySatisfactory1800
July 199787.5Not deficientSatisfactorySatisfactorySatisfactory1250
June 199587.5Not deficientSatisfactorySatisfactorySatisfactory1450
June 199383.2Not deficientGoodGoodSatisfactory1300
September 199183.2Not deficientVery GoodGoodVery Good1350