Share:

NFA A150 over MOUNTAIN CREEK

Map 

Coordinates:
+35.13056, -85.30472
35°07'50" N, 85°18'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA A150 over MOUNTAIN CREEK
Structure number:330A1500001
Location:IN CITY OF CHATTANOOGA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:700 [as of 2016]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:89.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201689.4Not deficient---700
February 201489.4Not deficient---700
February 201289.4Not deficient---700
February 201089.4Not deficient---700
February 200889.4Not deficient---700
February 200689.4Not deficient---700
April 200489.4Not deficient---700
March 200285.6Not deficient---780
March 200085.6Not deficient---780
February 199885.6Not deficient---780
April 199688.5Not deficient---70
January 199488.5Not deficient---70
February 199288.5Not deficient---70
January 199088.5Not deficient---70