FM 2098 over Draw


+26.54385, -99.10513
26°32'38" N, 99°06'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FM 2098 over Draw
Structure number:212140194201004
Location:1.30 Mi NW of US 83
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:5.9 ft. [1.8 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1929
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:4
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:1,380 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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: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:89.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201589.2Fair6 out of 10-1380
April 201389.3Fair6 out of 10-970
May 201189.2Fair6 out of 10-1200
May 200989.4Fair6 out of 10-1550
May 200770.3Good7 out of 10FO1420
June 200570.1Good7 out of 10FO2000
June 200369.9Good7 out of 10FO1650
July 200171.9Good7 out of 10-1700
July 199972.0Good7 out of 10-1400
September 199772.1Good7 out of 10-1350
September 199589.2Good8 out of 10-1350
May 199388.9Good7 out of 10-1100
December 198893.4Good8 out of 10-1250