+31.03637, -96.11467
31°02'11" N, 96°06'53" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 39 over CANEY CREEK
Structure number:171450064301001
Location:0.45 MI N OF FM 3
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:6.9 ft. [2.1 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 2013]
Truck traffic:16% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:19.8 tons [18.0 metric tons]
Inventory rating:18.6 tons [16.9 metric tons]
Sufficiency rating:60.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
February 201760.2Fair5 out of 10-2400
February 201547.5Fair5 out of 10-3000
April 201347.5Fair5 out of 10-3000
April 201147.4Fair5 out of 10-3100
March 200963.6Fair5 out of 10-2100
March 200762.8Fair5 out of 10-3100
March 200573.1Fair6 out of 10-3200
March 200373.5Fair6 out of 10-2300
May 200173.5Fair6 out of 10-2300
December 199884.1Fair6 out of 10FO2300
January 199773.9Fair6 out of 10-1800
March 199581.5Fair6 out of 10-1700
May 199381.6Good7 out of 10-1550
August 198981.7Good7 out of 10-1450

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Culvertlinear ft.9484910
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3434000
Steel Protective Coatingsq. ft.999999000