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LAWRENCE STREET over CHERRY CREEK

Map

Coordinates:
+39.74553, -105.00058
39°44'44" N, 105°00'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,123 [as of 2016]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201690.8FairSatisfactorySatisfactoryGood-3123
October 201490.8FairSatisfactorySatisfactoryGood-2994
October 201290.8FairSatisfactorySatisfactoryGood-2994
October 201090.7FairGoodSatisfactoryGood-4365
October 200890.7FairGoodSatisfactoryGood-4365
October 200690.5FairGoodSatisfactoryGood-6518
July 200462.1PoorFairSatisfactoryPoorSD6518
November 200262.1PoorFairSatisfactoryPoorSD6518

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,7802,7463004
Deck
Reinforced Concrete Decksq. ft.10,1865,9085093,7690
Substructure
Reinforced Concrete Columneach55000
Masonry Abutmentlinear ft.188188000
Reinforced Concrete Pier Caplinear ft.9490400
Joints
Strip Seal Jointlinear ft.1881731500
Bearings
Elastomeric Bearingeach3434000
Bridge Rail
Other Material Bridge Raillinear ft.327324300