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S.H. 28 over PENSACOLA DAM

Map 

Coordinates:
+36.47333, -95.04167
36°28'24" N, 95°02'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S.H. 28 over PENSACOLA DAM
Structure number:275690000000000
Location:PENSACOLA DAM @GRAND LAKE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:61.4 ft. [18.7 m]
Total length:5596.4 ft. [1705.7 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:Other Local Agencies [25]
Year built:1940
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:51
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2012 

Status:Posted for load [P]
Average daily traffic:3,000 [as of 2011]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:16.0 tons [14.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:40.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$6,800,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201240.1Functionally obsoleteSatisfactoryGoodVery Good3000
January 201041.0Functionally obsoleteGoodGoodVery Good2800
May 200440.6Functionally obsolete---2900
November 199540.3Not applicable---2400