+30.05212, -99.12627
30°03'08" N, 99°07'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FM 1341 over QUINLAN CREEK
Structure number:151330113503006
Location:0.6 MI E OF SH 16
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:25.9 ft. [7.9 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
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: July 2016 

Status:Open, no restriction [A]
Average daily traffic:4,100 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:94.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201694.2Not deficientGoodGoodSatisfactory4100
January 201593.4Not deficientGoodGoodSatisfactory3600
January 201394.3Not deficientGoodGoodSatisfactory3600
January 201194.5Not deficientGoodGoodSatisfactory2900
December 200894.4Not deficientGoodGoodGood3700
January 200795.5Not deficientGoodGoodGood2900
November 200496.4Not deficientGoodGoodGood2900
October 200297.4Not deficientGoodGoodGood2900
October 200097.5Not deficientGoodGoodVery Good2100
October 199897.3Not deficientGoodGoodVery Good3000
June 199697.3Not deficientGoodGoodVery Good3100
January 199485.9Not deficientVery GoodGoodGood3200
September 199184.1Not deficientVery GoodGoodGood2600