Share:

CROOKED CRK RD P-1 over HALL CREEK

Map 

Coordinates:
+33.30838, -98.08495
33°18'30" N, 98°05'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROOKED CRK RD P-1 over HALL CREEK
Structure number:021200AA0145001
Location:1.1 MI NORTHWEST OF SH 59
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1943
Year reconstructed:2002
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:90 [as of 2009]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.6 tons [37.8 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:91.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201591.8Not deficientGoodGoodGood90
January 201396.9Not deficientGoodGoodGood90
January 201196.9Not deficientGoodGoodGood90
January 200996.9Not deficientGoodGoodGood100
January 200796.9Not deficientGoodGoodGood100
January 200597.0Not deficientGoodGoodGood50
January 200397.0Not deficientGoodGoodGood50
January 200143.2Structurally deficientSatisfactorySatisfactorySatisfactory50
January 199943.1Structurally deficientSatisfactorySatisfactorySatisfactory90
March 199743.1Structurally deficientSatisfactorySatisfactorySatisfactory90
January 199543.1Structurally deficientSatisfactorySatisfactorySatisfactory90
February 199346.1Structurally deficientSatisfactorySatisfactorySatisfactory90
February 199146.1Structurally deficientVery GoodVery GoodVery Good90