FAU 4984 over S. CREST / I24 & E. MAIN

Map 

Facts 

Name:	FAU 4984 over S. CREST / I24 & E. MAIN
Structure number:	33I00240051
Location:	S. CREST / I-24 & E. MAIN
Purpose:	Carries highway over highway
Route classification:	Collector (Urban) [17]
Length of largest span:	154.9 ft. [47.2 m]
Total length:	615.2 ft. [187.5 m]
Roadway width between curbs:	24.0 ft. [7.3 m]
Deck width edge-to-edge:	34.1 ft. [10.4 m]
Vertical clearance below bridge:	40.0 ft. [12.2 m]
Owner:	State Highway Agency [01]
Year built:	1964
Historic significance:	Historical significance is not determinable at this time [4]
Design load:	M 18 / H 20 [4]
Number of main spans:	5
Main spans material:	Steel continuous [4]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Low slump Concrete [4]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	790 [as of 2007]
Truck traffic:	2% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	45.5 tons [41.4 metric tons]
Inventory rating:	26.7 tons [24.3 metric tons]
Sufficiency rating:	60.4
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:	$2,000

2000 Inspection 

Average daily traffic:	98,420 [as of 1998]
Truck traffic:	5% of total traffic
Evaluation:	Not applicable [N]

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,500 [as of 1979]
Truck traffic:	2% of total traffic
Deck condition:	Serious [3 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	69.3 tons [63.0 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	71.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,107,000

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