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LAWRENCE STREET over CHERRY CREEK

Map 

Coordinates:
+39.74553, -105.00058
39°44'44" N, 105°00'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAWRENCE STREET over CHERRY CREEK
Structure number:D-01-CC-070
Location:BTWN SPEER BLVD/CHERRY CK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:163.4 ft. [49.8 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Skew angle:48°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:2,994 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:36.0 tons [32.7 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:90.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201490.8Not deficientSatisfactorySatisfactoryGood2994
October 201290.8Not deficientSatisfactorySatisfactoryGood2994
October 201090.7Not deficientGoodSatisfactoryGood4365
October 200890.7Not deficientGoodSatisfactoryGood4365
October 200690.5Not deficientGoodSatisfactoryGood6518
July 200462.1Structurally deficientFairSatisfactoryPoor6518
November 200262.1Structurally deficientFairSatisfactoryPoor6518