GLASS RUN RD over GLASS RUN

Map 

Facts 

Name:	GLASS RUN RD over GLASS RUN
Structure number:	023098005007620
Location:	1 1/2 MI FROM GLNWOOD INT
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	19.0 ft. [5.8 m]
Total length:	24.9 ft. [7.6 m]
Roadway width between curbs:	24.9 ft. [7.6 m]
Deck width edge-to-edge:	28.9 ft. [8.8 m]
Skew angle:	30°
Owner:	State Highway Agency [01]
Year built:	1940
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Main span material:	Concrete continuous [2]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,391 [as of 2010]
Truck traffic:	5% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	44.9 tons [40.8 metric tons]
Inventory rating:	27.0 tons [24.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	38.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,506 [as of 2000]
Truck traffic:	5% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 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:	47.5 tons [43.2 metric tons]
Inventory rating:	28.7 tons [26.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	38.7
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$102,000

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