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CR 131 ( BIGGS RD) over PLUM CREEK

Map 

Coordinates:
+29.69964, -97.60364
29°41'59" N, 97°36'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 131 ( BIGGS RD) over PLUM CREEK
Structure number:140280AA0232001
Location:0.90 MI WEST OF FM 1322
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:79.1 ft. [24.1 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:20 [as of 2010]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:89.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201689.5Not deficientVery GoodVery GoodGood20
January 201497.0Not deficientVery GoodVery GoodVery Good20
February 201297.0Not deficientVery GoodVery GoodVery Good55
February 201097.0Not deficientVery GoodVery GoodVery Good55
January 200897.0Not deficientVery GoodVery GoodVery Good55
January 200698.0Not deficientVery GoodVery GoodVery Good50
February 200498.0Not deficientVery GoodVery GoodVery Good50
February 200298.0Not deficientVery GoodVery GoodVery Good50
May 200098.0Not deficientVery GoodVery GoodVery Good50
February 199816.1Structurally deficientSatisfactoryFairSerious40
December 199516.1Structurally deficientSatisfactorySatisfactorySerious40
January 199416.1Structurally deficientSatisfactorySatisfactorySerious40
February 199216.1Structurally deficientSatisfactorySatisfactorySerious40
April 199022.9Structurally deficientSatisfactorySatisfactoryPoor25