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SH 94 over WHITE ROCK CRK REL NO 2

Map

Coordinates:
+30.97166, -95.32861
30°58'18" N, 95°19'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 94 over WHITE ROCK CRK REL NO 2
Structure number:112280031901054
Location:3.30 MI NE OF SH 19
Purpose:Carries highway over relief for waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.9 ft. [7.6 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,390 [as of 2013]
Truck traffic:21% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:94.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201694.1GoodGoodGoodVery Good-3390
July 201472.5GoodGoodGoodVery GoodFO3300
September 201286.8GoodGoodGoodVery Good-3300
July 201087.2GoodGoodGoodVery Good-3100
August 200887.6GoodGoodGoodVery Good-2700
July 200687.4GoodVery GoodGoodVery Good-2900
June 200494.4GoodVery GoodGoodVery Good-2800
June 200293.3GoodVery GoodGoodVery Good-3000
June 200093.3GoodVery GoodVery GoodVery Good-3000
May 199890.4GoodVery GoodGoodVery Good-2900
June 199691.5GoodVery GoodGoodVery Good-2300
May 199492.2GoodVery GoodVery GoodVery Good-2500
May 199290.2GoodVery GoodVery GoodVery Good-2700
May 199095.1GoodVery GoodVery GoodVery Good-2700

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.2626000
Joints
Pourable Jointlinear ft.2626000
Bridge Rail
Other Material Bridge Raillinear ft.1612301
Deck
Reinforced Concrete Slabsq. ft.11000