Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'PHIPP CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1)
Critical 006b:
Facility 007:
'CR-505 ROSELAND RD' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR A1A ' (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 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'WB Spanish River ' (1)
Number 008:
884019 (1) ·
890068 (1) ·
890082 (1) ·
890085 (1) ·
930142 (1) ·
930154 (1) ·
930159 (1) ·
930226 (1) ·
930239 (1) ·
930269 (1) ·
930334 (1) ·
940049 (1) ·
940050 (1) ·
940082 (1)
Location 009:
'0.5mi. East of US-1 ' (1) ·
'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) ·
'1.7MI N OF CR-512 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Traffic Year 030:
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:
Inspect Date 090: (Click arrow to add another value)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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