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IH 10 EB over DRAW & HOLLOMON RD

Map 

Coordinates:
+30.10819, -99.18887
30°06'29" N, 99°11'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 10 EB over DRAW & HOLLOMON RD
Structure number:151330014214115
Location:0.7 MI SE OF FM 1338
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:69.9 ft. [21.3 m]
Total length:305.1 ft. [93.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:49.9 ft. [15.2 m]
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:5,790 [as of 2011]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:87.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201587.9Functionally obsoleteGoodGoodGood5790
January 201387.9Functionally obsoleteGoodVery GoodGood5790
January 201188.0Functionally obsoleteVery GoodVery GoodGood5660
December 200887.3Functionally obsoleteGoodVery GoodGood5290
December 200689.5Functionally obsoleteGoodVery GoodGood3970
December 200489.5Functionally obsoleteGoodVery GoodGood3970
January 200390.5Functionally obsoleteGoodVery GoodVery Good3970
September 200090.0Functionally obsoleteVery GoodVery GoodVery Good4570
October 199890.1Functionally obsoleteVery GoodVery GoodGood4370
May 199685.1Functionally obsoleteSatisfactoryVery GoodGood4100
19970.0Not applicable----
January 199489.9Not deficientVery GoodVery GoodGood3520
September 199190.5Not deficientVery GoodVery GoodVery Good2890