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IH 10 WB over TRIB OF CYPRESS CREEK

Map 

Coordinates:
+29.99880, -98.93907
29°59'56" N, 98°56'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 10 WB over TRIB OF CYPRESS CREEK
Structure number:151330014214087
Location:12.1 MI SE OF SH 16
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1970
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: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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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]
Sufficiency rating:96.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201596.5Not deficientGoodGoodGood5160
January 201396.5Not deficientVery GoodGoodGood5160
January 201196.6Not deficientVery GoodGoodGood4100
December 200896.3Not deficientVery GoodGoodGood7010
January 200797.5Not deficientVery GoodGoodGood5785
November 200497.5Not deficientVery GoodGoodGood5785
October 200297.5Not deficientVery GoodGoodGood5785
October 200097.4Not deficientVery GoodGoodGood6150
October 199892.5Not deficientGoodVery GoodGood5440
May 199692.5Not deficientVery GoodVery GoodVery Good5000
January 199492.6Not deficientGoodVery GoodVery Good4530
September 199190.7Not deficientGoodVery GoodVery Good3740