Share:

FAS 176 over TEN MILE CREEK

Map

Coordinates:
+35.06056, -89.93083
35°03'38" N, 89°55'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 176 over TEN MILE CREEK
Structure number:79S81110008
Location:0.3 MI N OF SR-4 JCT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:42.0 ft. [12.8 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,870 [as of 2015]
Truck traffic:8% 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 minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:75.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$260,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201775.8FairSatisfactorySatisfactorySatisfactoryFO35870
March 201576.1FairSatisfactorySatisfactorySatisfactoryFO32180
March 201376.0FairSatisfactorySatisfactorySatisfactoryFO33540
April 201175.9FairSatisfactorySatisfactorySatisfactoryFO34120
May 200975.9FairSatisfactorySatisfactorySatisfactoryFO35230
September 200764.3FairSatisfactorySatisfactoryFairFO37520
September 200564.2FairSatisfactorySatisfactoryFairFO38270
October 200364.1FairSatisfactorySatisfactoryFairFO39770
October 200163.9FairSatisfactorySatisfactoryFairFO42480
March 200055.7FairSatisfactorySatisfactoryFairFO45780
March 199852.2FairSatisfactorySatisfactoryFairFO43750
October 199553.8FairSatisfactorySatisfactoryFairFO42260
September 199354.3FairSatisfactorySatisfactoryFairFO38620
December 199153.7FairSatisfactorySatisfactoryFairFO43560

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.101911000
Deck
Reinforced Concrete Decksq. ft.3,8383,838000
Wearing Surfacessq. ft.3,8383,838000
Substructure
Reinforced Concrete Columneach1615010
Reinforced Concrete Abutmentlinear ft.10096400
Reinforced Concrete Pier Caplinear ft.8080000
Bridge Rail
Other Material Bridge Raillinear ft.202198400