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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: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,790 [as of 2013]
Truck traffic:14% 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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201697.5GoodGoodGoodGood-3790
January 201597.5GoodGoodGoodGood-3500
January 201397.5GoodVery GoodGoodGood-3500
January 201197.5GoodVery GoodGoodGood-3700
February 200997.5GoodVery GoodGoodGood-3500
April 200784.1GoodVery GoodGoodGood-4310
June 200584.2GoodVery GoodGoodGood-3800
May 200384.8GoodVery GoodGoodGood-3950
May 200184.8GoodGoodGoodGood-3700
April 199984.8FairGoodGoodSatisfactory-3800
April 199784.9GoodGoodGoodGood-3150
October 199684.9FairGoodGoodSatisfactory-3150
May 199584.9FairGoodGoodSatisfactory-3000
May 199383.1FairGoodGoodSatisfactory-2800
April 199183.1FairGoodGoodSatisfactory-2850