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SH 19 SB over ROBERTSON CREEK

Map 

Coordinates:
+33.52601, -95.58965
33°31'34" N, 95°35'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 19 SB over ROBERTSON CREEK
Structure number:011390013605068
Location:0.1 MI N OF FM 1184
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:27.9 ft. [8.5 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1965
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:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 2011]
Truck traffic:18% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201597.5Not deficientGoodGoodGood3500
January 201397.5Not deficientVery GoodGoodGood3500
January 201197.5Not deficientVery GoodGoodGood3700
February 200997.5Not deficientVery GoodGoodGood3500
April 200784.1Not deficientVery GoodGoodGood4310
June 200584.2Not deficientVery GoodGoodGood3800
May 200384.8Not deficientVery GoodGoodGood3950
May 200184.8Not deficientGoodGoodGood3700
April 199984.8Not deficientGoodGoodSatisfactory3800
April 199784.9Not deficientGoodGoodGood3150
October 199684.9Not deficientGoodGoodSatisfactory3150
May 199584.9Not deficientGoodGoodSatisfactory3000
May 199383.1Not deficientGoodGoodSatisfactory2800
April 199183.1Not deficientGoodGoodSatisfactory2850