Share:

CEDAR POINT DR over PINHOOK CREEK

Map 

Coordinates:
+34.80059, -86.61690
34°48'02" N, 86°37'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CEDAR POINT DR over PINHOOK CREEK
Structure number:007753
Old structure number:0000006745M0010 (from 1992 edition)
Location:6303 CEDAR POINT DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:1,722 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Better than present minimum criteria [7]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:46.2 tons [42.0 metric tons]
Inventory rating:27.6 tons [25.1 metric tons]
Sufficiency rating:74.6
Estimated cost of work:$511,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201474.6Not deficient---1722
April 201274.6Not deficient---1722
April 201085.6Not deficient---1722
April 200870.6Not deficient---1722
September 200670.6Not deficient---1722
September 200470.6Not deficient---1722
September 200270.6Not deficient---1722
January 200170.5Not deficient---1722
December 199870.7Not deficient---1722
November 199670.5Not deficient---1720
December 199470.8Not deficient---1700
January 199370.8Not deficient---1600
February 199177.9Not deficient---1500