Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'ELLISON WILSON RD ' (1) ·
'HICKORY DRIVE ' (1) ·
'LARCH AVE ' (1) ·
'SR-528 WB ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'US1(SR5) ' (1)
Number 008:
700014 (1) ·
700015 (1) ·
700026 (1) ·
880057 (1) ·
880058 (1) ·
880059 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
930001 (1) ·
934131 (1) ·
937005 (1) ·
937006 (1) ·
937007 (1) ·
940083 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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. (1) ·
N/A (1)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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