33RD STREET NORTH over CHISHOLM CREEK

Map 

Facts 

Name:	33RD STREET NORTH over CHISHOLM CREEK
Structure number:	530400870WDCW60
Location:	33RD ST NO AT WACO
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	40.0 ft. [12.2 m]
Total length:	100.1 ft. [30.5 m]
Roadway width between curbs:	30.2 ft. [9.2 m]
Deck width edge-to-edge:	42.3 ft. [12.9 m]
Skew angle:	45°
Owner:	City or Municipal Highway Agency [04]
Year built:	2001
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]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,500 [as of 2006]
Truck traffic:	2% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	77.2 tons [70.2 metric tons]
Inventory rating:	42.5 tons [38.6 metric tons]
Sufficiency rating:	95.1

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,200 [as of 1995]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	24.0 tons [21.8 metric tons]
Inventory rating:	15.0 tons [13.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	28.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$255,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,050 [as of 1980]
Deck condition:	Very Good [8 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	24.8 tons [22.5 metric tons]
Inventory rating:	18.6 tons [16.9 metric tons]
Sufficiency rating:	65.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$174,000

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