NB K15 TO I135 RMP over GYPSUM CREEK

Map 

Facts 

Name:	NB K15 TO I135 RMP over GYPSUM CREEK
Structure number:	999913500870111
Location:	1.18 MI. N. I-35(KTA)
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	60.0 ft. [18.3 m]
Total length:	151.3 ft. [46.1 m]
Roadway width between curbs:	36.1 ft. [11.0 m]
Deck width edge-to-edge:	38.1 ft. [11.6 m]
Skew angle:	43°
Owner:	State Highway Agency [01]
Year built:	1966
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:	Low slump Concrete [4]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	30,600 [as of 2009]
Truck traffic:	10% 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 assessed or calculated scour condition. [5]
Operating rating:	67.9 tons [61.7 metric tons]
Inventory rating:	40.9 tons [37.2 metric tons]
Sufficiency rating:	96.1
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$188,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,720 [as of 1999]
Truck traffic:	6% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 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 assessed or calculated scour condition. [5]
Operating rating:	59.4 tons [54.0 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	96.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$781,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,720 [as of 1990]
Truck traffic:	8% of total traffic
Deck condition:	Very Good [8 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]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	51.5 tons [46.8 metric tons]
Inventory rating:	31.0 tons [28.2 metric tons]
Sufficiency rating:	95.1

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