Share:

SH 94 over SANDY CREEK

Map

Coordinates:
+31.05402, -95.23675
31°03'14" N, 95°14'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 94 over SANDY CREEK
Structure number:112280031901055
Location:4.60 MI W OF US 287
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Skew angle:30°
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:Concrete [1]
Main spans design:Culvert [19]
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:2,140 [as of 2013]
Truck traffic:21% of total traffic
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 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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:26.7 tons [24.3 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:73.6

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201673.6Good7 out of 10FO2140
July 201469.0Good7 out of 10-1950
September 201295.5Good7 out of 10-1950
July 201095.7Good7 out of 10-1700
August 200895.8Good7 out of 10-1600
July 200685.6Good7 out of 10-1800
June 200485.5Good7 out of 10-1650
June 200285.4Fair6 out of 10-1700
June 200085.2Fair6 out of 10-1900
May 199883.1Fair6 out of 10-1900
May 199684.2Fair6 out of 10-1350
May 199491.2Good8 out of 10-1600
May 199291.1Good8 out of 10-1650
April 199094.1Good8 out of 10-1600

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.4741600