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IH 10 EB over SYCAMORE CREEK

Map 

Coordinates:
+30.06936, -99.08710
30°04'10" N, 99°05'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 10 EB over SYCAMORE CREEK
Structure number:151330014214071
Location:1.4 MI E OF SH 16
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:49.9 ft. [15.2 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1967
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:5,160 [as of 2011]
Truck traffic:26% of total traffic
Deck condition:Very Good [8 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]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201596.5Not deficientVery GoodGoodGood5160
January 201396.5Not deficientVery GoodVery GoodGood5160
January 201196.6Not deficientVery GoodVery GoodGood4100
December 200895.3Not deficientVery GoodVery GoodGood7010
December 200696.5Not deficientVery GoodVery GoodGood5785
December 200496.5Not deficientVery GoodVery GoodGood5785
November 200297.5Not deficientVery GoodVery GoodGood5785
October 200097.4Not deficientVery GoodVery GoodGood6150
October 199892.5Not deficientVery GoodVery GoodGood5440
May 199692.5Not deficientGoodVery GoodVery Good5000
January 199492.6Not deficientGoodVery GoodGood4530
September 199190.7Not deficientVery GoodVery GoodGood3740