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SH 43 over TAYLOR BRANCH

Map

Coordinates:
+32.30112, -94.55309
32°18'04" N, 94°33'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 43 over TAYLOR BRANCH
Structure number:102010020703013
Location:1.50 MI NE OF FM 1716
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:1988
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,080 [as of 2013]
Truck traffic:39% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [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:91.7

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201591.7Fair6 out of 10-3080
April 201391.1Fair6 out of 10-5300
April 201191.1Fair6 out of 10-5500
March 200991.4Fair6 out of 10-5400
March 200790.8Fair6 out of 10-4600
February 200588.5Fair6 out of 10-4300
January 200390.5Good7 out of 10-4000
February 200175.1Good7 out of 10-5200
April 199976.1Good7 out of 10-4100
February 199776.1Good7 out of 10-3200
February 199383.6Good7 out of 10-3300
February 198983.6Good7 out of 10-3200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.3627900
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3936300