Share:

SH 94 over WHITE ROCK CREEK

Map

Coordinates:
+30.96815, -95.33394
30°58'05" N, 95°20'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 94 over WHITE ROCK CREEK
Structure number:112280031901052
Location:2.90 MI NE OF SH 19
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:125.0 ft. [38.1 m]
Total length:396.0 ft. [120.7 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Vertical clearance below bridge:9.8 ft. [3.0 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]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,310 [as of 2013]
Truck traffic:21% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:Navigation protection not required [1]
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:28.7 tons [26.1 metric tons]
Sufficiency rating:78.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201678.9FairSatisfactorySatisfactorySatisfactoryFO2310
July 201478.0FairSatisfactorySatisfactorySatisfactoryFO2200
September 201274.9FairSatisfactorySatisfactorySatisfactoryFO2200
August 201077.4FairSatisfactorySatisfactorySatisfactory-2000
August 200877.6FairSatisfactorySatisfactorySatisfactory-1800
July 200674.4FairSatisfactorySatisfactorySatisfactory-2000
May 200474.2FairSatisfactorySatisfactoryGood-1900
June 200274.2FairSatisfactorySatisfactorySatisfactory-1950
June 200071.9FairSatisfactorySatisfactorySatisfactoryFO2200
May 199868.8FairSatisfactoryGoodGood-1900
June 199669.6GoodGoodGoodGood-1550
May 199477.6GoodGoodGoodVery Good-1850
May 199277.6GoodGoodGoodVery Good-1850
June 199081.6GoodGoodGoodVery Good-1850

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.334033400
Reinforced Concrete Girder/Beamlinear ft.4073693800
Deck
Reinforced Concrete Decksq. ft.33000
Substructure
Prestressed Concrete Columneach1810710
Reinforced Concrete Pier Walllinear ft.2018200
Reinforced Concrete Abutmentlinear ft.1818000
Reinforced Concrete Pier Caplinear ft.3732320
Joints
Pourable Jointlinear ft.36181800
Open Jointlinear ft.189900
Bearings
Movable Bearingeach80602
Fixed Bearingeach80800
Steel Protective Coatingsq. ft.6,9936,993000
Bridge Rail
Other Material Bridge Raillinear ft.244243100