Share:

HOLMES ST N over RP IS670E TO IS70W, RP I

Map 

Coordinates:
+39.09622, -94.57524
39°05'46" N, 94°34'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOLMES ST N over RP IS670E TO IS70W, RP I
Structure number:596
Old structure number:A 825 1 (from 1992 edition)
Location:S 5 T 49 N R 33 W
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:78.4 ft. [23.9 m]
Total length:381.9 ft. [116.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:2,365 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.3 tons [63.9 metric tons]
Inventory rating:33.7 tons [30.6 metric tons]
Sufficiency rating:30.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201530.6Not deficientSeriousSeriousGood2365
September 201430.1Not deficientSeriousSeriousGood4592
September 201329.5Structurally deficientSeriousSeriousGood6938
September 201229.0Structurally deficientSeriousSeriousGood8969
September 201129.0Structurally deficientSeriousSeriousGood9114
November 201029.2Structurally deficientSeriousSeriousGood9288
December 200929.2Structurally deficientSeriousSeriousGood9326
December 200829.1Structurally deficientSeriousSeriousGood9691
January 200829.1Structurally deficientSeriousSeriousGood9691
November 200562.7Functionally obsoleteFairFairGood9778
September 200362.5Functionally obsoleteFairFairGood12682
October 200162.5Functionally obsoleteFairFairGood12446
September 199962.3Functionally obsoleteFairFairGood12446
200056.8Not applicable---32300
September 199862.3Functionally obsoleteFairFairGood12446
September 199762.3Functionally obsoleteFairFairGood12446
September 199662.8Functionally obsoleteFairFairGood8890
August 199563.1Functionally obsoleteFairFairGood8890
October 199463.1Functionally obsoleteFairFairGood8630
November 199363.1Functionally obsoleteFairFairGood8630
October 199263.1Functionally obsoleteFairFairGood8630
December 199163.1Functionally obsoleteFairFairGood8630