Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'C-44 Intake Canal ' (1) ·
'C-54 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'E-1 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral B Canal ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Spruce Creek ' (1) ·
'SR-421 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. Johns River ' (1) ·
'Turnbull Creek ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'10th Ave. North ' (1) ·
'13th Street SW ' (1) ·
'Bellevue Avenue ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'Spanish River Blvd' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR-415 ' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'St. Johns Heritage' (1) ·
'Stribling Way ' (1) ·
'Turnbull Bay Road ' (1) ·
I-95 SB (1)
Number 008:
700231 (1) ·
700232 (1) ·
700237 (1) ·
700238 (1) ·
704190 (1) ·
790203 (1) ·
790204 (1) ·
790206 (1) ·
790208 (1) ·
790219 (1) ·
790227 (1) ·
790229 (1) ·
790241 (1) ·
790247 (1) ·
794022 (1) ·
884105 (1) ·
890079 (1) ·
894057 (1) ·
930260 (1) ·
930547 (1) ·
930552 (1) ·
934301 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'0.2 mi E of SR5 on SRA1A ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'10th Ave over I 95 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Over Fellsmere Canal ' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR-415- St.Johns River ' (1) ·
'StriblingWay ovr E-1canal' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
26230988 (1) ·
26374030 (1) ·
26380939 (1) ·
26430558 (1) ·
26581931 (1) ·
27012740 (1) ·
27271705 (1) ·
27271802 (1) ·
27344850 (1) ·
27493308 (1) ·
27493323 (1) ·
27493726 (1) ·
27493735 (1) ·
28024500 (1) ·
28480995 (1) ·
29030413 (1) ·
29043800 (1) ·
29043900 (1) ·
29052700 (1) ·
29060200 (1) ·
29062200 (1) ·
29064300 (1) ·
29081300 (1) ·
29100400 (1)
Longitude 017:
80023637 (1) ·
80040290 (1) ·
80061969 (1) ·
80104223 (1) ·
80121322 (1) ·
80235637 (1) ·
80235639 (1) ·
80255958 (1) ·
80264970 (1) ·
80332834 (1) ·
80332921 (1) ·
80333220 (1) ·
80333306 (1) ·
80448000 (1) ·
80573537 (1) ·
81011300 (1) ·
81014200 (1) ·
81045800 (1) ·
81070700 (1) ·
81083200 (1) ·
81091400 (1) ·
81103100 (1) ·
81103200 (1) ·
81123762 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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