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LACY Rd over LONG Branch Creek

Map 

Coordinates:
+40.17917, -85.96500
40°10'45" N, 85°57'54" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:LACY Rd over LONG Branch Creek
Structure number:2900081
Location:0.71 S of 266th St
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:197 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:126 [as of 1999]
Truck traffic:2% of total traffic
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:20.8 tons [18.9 metric tons]
Inventory rating:14.9 tons [13.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:47.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$446,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:800 [as of 1991]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:11.9 tons [10.8 metric tons]
Inventory rating:7.9 tons [7.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:21.5
Estimated cost of work:$8,000