Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'CR712 MDWYRD 150.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 158.6 ' (1)
Number 008:
890068 (1) ·
890082 (1) ·
890085 (1) ·
930142 (1) ·
930159 (1) ·
930239 (1) ·
930334 (1) ·
930416 (1) ·
940049 (1) ·
940050 (1) ·
940058 (1) ·
940082 (1)
Location 009:
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 12 results in range #1 to #12.
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