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PACIFIC ST/FAU5044 over I680

Map 

Coordinates:
+41.24870, -96.08508
41°14'55" N, 96°05'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PACIFIC ST/FAU5044 over I680
Structure number:S680 00184
Location:PACIFIC ST INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:98.1 ft. [29.9 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:105.6 ft. [32.2 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:32,400 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:83.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201583.0Not deficientGoodVery GoodVery Good32400
March 201393.3Not deficientGoodVery GoodVery Good32400
March 201178.0Not deficientVery GoodVery GoodExcellent34700
March 200976.7Not deficientVery GoodVery GoodExcellent42300
March 200772.9Structurally deficientPoorFairFair37900
March 200572.9Structurally deficientPoorFairFair37900
July 200372.9Structurally deficientPoorFairFair37900
April 200172.1Structurally deficientPoorFairFair42700
August 200072.6Structurally deficientPoorFairFair39700
July 199975.9Not deficientSatisfactoryFairSatisfactory39700
July 199776.1Not deficientSatisfactoryFairSatisfactory38600
August 199578.3Not deficientSatisfactoryFairSatisfactory40100
August 199380.7Not deficientSatisfactoryFairSatisfactory35800
December 199180.7Not deficientSatisfactoryFairSatisfactory35700