Share:

FAS 933 over WILLIAMS CREEK

Map 

Coordinates:
+31.52346, -84.81542
31°31'24" N, 84°48'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAS 933 over WILLIAMS CREEK
Structure number:000000006100150
Location:3.1 MI E OF BLUFFTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:40.0 ft. [12.2 m]
Skew angle:58°
Owner:County Highway Agency [02]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:420 [as of 2012]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:45.5 tons [41.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:92.5
Estimated cost of work:$234,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201592.5Not deficient---420
May 201392.5Not deficient---420
May 201192.5Not deficient---440
May 200992.5Not deficient---370
May 200792.5Not deficient---470
May 200592.5Not deficient---530
April 200392.5Not deficient---500
May 200192.5Not deficient---700
July 199992.5Not deficient---700
June 199792.5Not deficient---475
March 199589.5Not deficient---475
April 199389.5Not deficient---475
May 199192.5Not deficient---475