Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12216 (1) ·
13754 (1) ·
13766 (1) ·
13803 (1) ·
13804 (1) ·
13805 (1) ·
13810 (1) ·
15127 (1) ·
15131 (1) ·
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15577 (1) ·
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19210 (1) ·
19455 (1) ·
19456 (1) ·
19479 (1) ·
19494 (1) ·
19631 (1) ·
19632 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'Canal - D ' (1) ·
'Daytona Canal ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'JOANN CANAL ' (1) ·
'LAKE WORTH ' (1) ·
'Lake Worth Lagoon ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL C ' (1) ·
'Platt Ranch Access Road ' (1) ·
'RELIEF CANAL ' (1) ·
'Samsula Canal ' (1) ·
'Sebastian Inlet ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'Yacht Club Cut ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'13th Street SW ' (1) ·
'4TH STREET ' (1) ·
'Babcock St(CR-507)' (1) ·
'Ballough Street ' (1) ·
'Bellevue Avenue ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'Fifth Street ' (1) ·
'Highbridge Road ' (1) ·
'Hunting Camp Road ' (1) ·
'ISLAND DRIVE ' (1) ·
'ISLAND ROAD ' (1) ·
'Main Street ' (1) ·
'Samsula Drive ' (1) ·
'Service Road ' (1) ·
'Spanish River Blvd' (1) ·
'SR A1A ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'St. Johns Heritage' (1) ·
'Stribling Way ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700160 (1) ·
703001 (1) ·
703002 (1) ·
704048 (1) ·
704190 (1) ·
790241 (1) ·
794004 (1) ·
794025 (1) ·
794184 (1) ·
794185 (1) ·
795000 (1) ·
795701 (1) ·
880005 (1) ·
880020 (1) ·
880045 (1) ·
880063 (1) ·
884019 (1) ·
884022 (1) ·
884027 (1) ·
884039 (1) ·
884105 (1) ·
930004 (1) ·
930402 (1) ·
930547 (1) ·
930552 (1) ·
931013 (1) ·
934301 (1) ·
935506 (1) ·
936802 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT 74TH AVE. ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Babcock Street over I-95 ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'Palm Beach Garden Interch' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'StriblingWay ovr E-1canal' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26230988 (1) ·
26281369 (1) ·
26380939 (1) ·
26405778 (1) ·
26414288 (1) ·
26430558 (1) ·
26495569 (1) ·
26503846 (1) ·
27344850 (1) ·
27355338 (1) ·
27363418 (1) ·
27392653 (1) ·
27430923 (1) ·
27431010 (1) ·
27445555 (1) ·
27481770 (1) ·
27513635 (1) ·
27591190 (1) ·
28024500 (1) ·
28313826 (1) ·
28313884 (1) ·
28370440 (1) ·
28592979 (1) ·
28594816 (1) ·
29004760 (1) ·
29100400 (1) ·
29132317 (1) ·
29133119 (1) ·
29243110 (1)
Longitude 017:
80023337 (1) ·
80023637 (1) ·
80033398 (1) ·
80033671 (1) ·
80061969 (1) ·
80074716 (1) ·
80121322 (1) ·
80162947 (1) ·
80255007 (1) ·
80264970 (1) ·
80265430 (1) ·
80274275 (1) ·
80284706 (1) ·
80285095 (1) ·
80294169 (1) ·
80294391 (1) ·
80301990 (1) ·
80371922 (1) ·
80448000 (1) ·
80454983 (1) ·
80480991 (1) ·
80545465 (1) ·
81010394 (1) ·
81012374 (1) ·
81022736 (1) ·
81025853 (1) ·
81045800 (1) ·
81060320 (1)
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 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)
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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) ·
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:
Showing below up to 29 results in range #1 to #29.
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