Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'CANAL ' (1) ·
'Canal - D ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'I-4 ' (1) ·
'JOANN CANAL ' (1) ·
'Lake Worth Lagoon ' (1) ·
'LATERAL A CANAL ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. Johns River ' (1) ·
'Yacht Club Cut ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'61ST./PECAN GROVE ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'Fifth Street ' (1) ·
'I-4 EB Ramp A ' (1) ·
'ISLAND DRIVE ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR-401 SB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'St. Johns Heritage' (1) ·
'US-98 (SR-80) ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700013 (1) ·
700031 (1) ·
700107 (1) ·
703001 (1) ·
703002 (1) ·
704190 (1) ·
790203 (1) ·
790204 (1) ·
790206 (1) ·
790208 (1) ·
790247 (1) ·
795701 (1) ·
884019 (1) ·
884027 (1) ·
884038 (1) ·
884039 (1) ·
930381 (1) ·
930402 (1) ·
930419 (1) ·
930547 (1) ·
931013 (1) ·
935506 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'4 miles west of SR 7 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26281369 (1) ·
26405778 (1) ·
26430558 (1) ·
26503846 (1) ·
26525829 (1) ·
26525885 (1) ·
27271705 (1) ·
27271802 (1) ·
27421622 (1) ·
27430923 (1) ·
27431010 (1) ·
27481770 (1) ·
28024500 (1) ·
28243314 (1) ·
28313826 (1) ·
28313884 (1) ·
28323696 (1) ·
28323763 (1) ·
29004760 (1) ·
29043800 (1) ·
29043900 (1) ·
29060200 (1) ·
29064300 (1) ·
29081300 (1)
Longitude 017:
80023637 (1) ·
80033398 (1) ·
80074716 (1) ·
80075174 (1) ·
80075197 (1) ·
80162947 (1) ·
80235637 (1) ·
80235639 (1) ·
80274275 (1) ·
80274430 (1) ·
80285095 (1) ·
80301990 (1) ·
80375690 (1) ·
80448000 (1) ·
80454983 (1) ·
80545465 (1) ·
80555809 (1) ·
80555859 (1) ·
81070700 (1) ·
81083200 (1) ·
81091400 (1) ·
81103100 (1) ·
81103200 (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:
Substructure 060: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
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:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
