Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Donald Ross Road ' (1) ·
'Goat Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'St Johns River ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'GORDY ROAD ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'Indiantown Rd. ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR-528 ' (1) ·
'SR-76 ' (1) ·
'Tadlock Ave. ' (1) ·
'WB SR 802 Lake Ave' (1) ·
'WB SR706 to SB 95 ' (1)
Number 008:
700084 (1) ·
700150 (1) ·
704191 (1) ·
890127 (1) ·
890128 (1) ·
890129 (1) ·
930104 (1) ·
930189 (1) ·
930201 (1) ·
930318 (1) ·
930371 (1) ·
930372 (1) ·
930382 (1) ·
930383 (1) ·
930385 (1) ·
930386 (1) ·
930387 (1) ·
930391 (1) ·
930394 (1) ·
930398 (1) ·
934275 (1) ·
934276 (1) ·
934295 (1) ·
934903 (1) ·
944010 (1)
Location 009:
'.25 mi East of I-95 ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'At S Military Trail ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'South of Ramp to SR 706 ' (1) ·
'South of St Lucie Canal ' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1)
Latitude 016:
26212624 (1) ·
26234000 (1) ·
26234020 (1) ·
26365544 (1) ·
26365576 (1) ·
26403896 (1) ·
26422060 (1) ·
26422066 (1) ·
26515340 (1) ·
26525862 (1) ·
26525996 (1) ·
26554560 (1) ·
26554700 (1) ·
26554800 (1) ·
26560311 (1) ·
26560443 (1) ·
26560450 (1) ·
26561248 (1) ·
27063113 (1) ·
27063191 (1) ·
27064891 (1) ·
27241068 (1) ·
27580021 (1) ·
28270988 (1) ·
28271054 (1)
Longitude 017:
80022882 (1) ·
80024618 (1) ·
80035653 (1) ·
80035730 (1) ·
80053485 (1) ·
80053615 (1) ·
80070400 (1) ·
80071317 (1) ·
80074066 (1) ·
80074402 (1) ·
80074514 (1) ·
80083165 (1) ·
80085515 (1) ·
80085650 (1) ·
80085830 (1) ·
80085950 (1) ·
80090063 (1) ·
80090130 (1) ·
80152053 (1) ·
80153644 (1) ·
80153917 (1) ·
80235669 (1) ·
80325084 (1) ·
80534962 (1) ·
80534993 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
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) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Culvert 062:
Inspect Date 090:
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:
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