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PORTAGE LN over WHITE ROCK CREEK TRIB

Map

Coordinates:
+33.10072, -96.78080
33°06'03" N, 96°46'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PORTAGE LN over WHITE ROCK CREEK TRIB
Structure number:180430C02907001
Location:0.05 MI N OF RUSTLING WAT
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2011]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Good7 out of 1030092.5
April 2015Good7 out of 1030085.0
July 2013Good7 out of 1030092.5
August 2011Good7 out of 1030092.5
September 2009Good7 out of 1030092.5
August 2007Good7 out of 1030092.5
September 2005Good7 out of 1030092.5
October 2003Good7 out of 1020097.0
November 2001Good7 out of 1020097.0