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FM 364 over LNVA MAIN CANAL

Map 

Coordinates:
+30.12334, -94.19335
30°07'24" N, 94°11'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:FM 364 over LNVA MAIN CANAL
Structure number:201240078601005
Location:0.5 MI S OF SH 105
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:25.9 ft. [7.9 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:86.3 ft. [26.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:8
Main spans material:Concrete [1]
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:16,600 [as of 2008]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:96.3

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:9,600 [as of 1998]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:32.7 tons [29.7 metric tons]
Sufficiency rating:97.2

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:5,200 [as of 1990]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:33.4 tons [30.4 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:95.3