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COUNTY RD over SALLY CREEK

Map 

Coordinates:
+30.55809, -94.87797
30°33'29" N, 94°52'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY RD over SALLY CREEK
Structure number:111870AA0406001
Location:0.70 MI SE OF FM 2665
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Other [00]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:315 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201587.5Not deficientGoodVery GoodVery Good315
August 201387.5Not deficientGoodVery GoodVery Good315
August 201187.5Not deficientGoodVery GoodVery Good315
June 200987.5Not deficientGoodVery GoodVery Good315
June 200787.5Not deficientVery GoodExcellentVery Good315
May 200587.5Not deficientExcellentExcellentVery Good315
May 200317.0Structurally deficientFairFairFair315
June 200133.3Functionally obsoleteFairFairFair315
April 199933.3Functionally obsoleteFairFairFair315
April 199732.3Structurally deficientSatisfactoryFairSatisfactory315
March 199542.3Structurally deficientSatisfactorySatisfactorySatisfactory300
October 199326.3Structurally deficientGoodFairPoor300
November 199126.3Structurally deficientGoodFairPoor300
June 199026.3Structurally deficientGoodPoorPoor300