VIA MARISOL over ARROYO SECO

Map 

Facts 

Name:	VIA MARISOL over ARROYO SECO
Structure number:	53C0053
Location:	50' E STATE RTE 110
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	78.1 ft. [23.8 m]
Total length:	86.9 ft. [26.5 m]
Roadway width between curbs:	44.0 ft. [13.4 m]
Deck width edge-to-edge:	56.1 ft. [17.1 m]
Skew angle:	45°
Owner:	City or Municipal Highway Agency [04]
Year built:	1940
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Design load:	M 13.5 / H 15 [2]
Main span material:	Concrete [1]
Main span design:	Box beam or girders - Multiple [05]
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:	7,500 [as of 2000]
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory [6 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 the assessed or calculated scour condition. [8]
Operating rating:	79.9 tons [72.6 metric tons]
Inventory rating:	48.1 tons [43.7 metric tons]
Sufficiency rating:	94.3

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,000 [as of 1998]
Truck traffic:	1% 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 the assessed or calculated scour condition. [8]
Operating rating:	80.7 tons [73.4 metric tons]
Inventory rating:	47.9 tons [43.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	75.3
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$816,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,000 [as of 1987]
Truck traffic:	1% 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	80.2 tons [72.9 metric tons]
Inventory rating:	47.5 tons [43.2 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	75.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$328,000

Comments