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FM 1810 over CUNDIFF CREEK

Map 

Coordinates:
+33.31637, -98.02323
33°18'59" N, 98°01'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 1810 over CUNDIFF CREEK
Structure number:021200013405018
Location:1.8 MI NE OF SH-59
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1926
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:470 [as of 2011]
Truck traffic:7% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
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:66.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201566.1Not deficient---470
January 201366.1Not deficient---470
January 201167.4Not deficient---490
January 200967.0Not deficient---610
January 200768.7Not deficient---370
January 200568.4Not deficient---370
January 200368.4Not deficient---370
January 200178.5Not deficient---410
January 199978.4Not deficient---450
March 199767.2Not deficient---450
January 199565.1Not deficient---470
March 199361.4Not deficient---360
February 199182.7Not deficient---380