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ROAD 23 over COTTONWOOD CREEK

Map

Coordinates:
+36.89361, -120.12833
36°53'37" N, 120°07'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROAD 23 over COTTONWOOD CREEK
Structure number:41C0195
Location:JUST S/O AVENUE 10
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:36.1 ft. [11.0 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:700 [as of 1998]
Truck traffic:8% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201496.8GoodGoodGoodGood-700
February 201099.8GoodGoodGoodGood-700
February 200699.8GoodGoodGoodGood-700
April 200399.8GoodGoodGoodGood-700
April 200199.8GoodGoodGoodGood-700
February 200199.8GoodGoodGoodGood-700
April 199999.8GoodGoodGoodGood-700
May 199799.8GoodGoodGoodGood-700
November 199599.8GoodExcellentExcellentExcellent-700