Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
15679 (1) ·
16065 (1) ·
16066 (1) ·
16070 (1) ·
16071 (1) ·
16072 (1) ·
16073 (1) ·
16077 (1) ·
16078 (1) ·
16079 (1) ·
16080 (1) ·
17886 (1) ·
17891 (1) ·
17892 (1) ·
18743 (1) ·
18744 (1) ·
18745 (1) ·
18746 (1) ·
18747 (1) ·
18765 (1) ·
19449 (1) ·
19450 (1) ·
19451 (1) ·
19452 (1) ·
19483 (1) ·
19484 (1)
County 003:
Place 004:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'C-54 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 709 & FECRR ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Fellsmere Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'Northlake Blvd. WB ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Loxahatchee Slough' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'Northlake Blvd. EB' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
700232 (1) ·
700237 (1) ·
700238 (1) ·
790203 (1) ·
790204 (1) ·
790205 (1) ·
790206 (1) ·
790207 (1) ·
790247 (1) ·
930349 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
934167 (1) ·
934168 (1) ·
940108 (1) ·
940109 (1) ·
940113 (1) ·
940114 (1) ·
940115 (1) ·
940116 (1) ·
940122 (1) ·
940123 (1) ·
940126 (1) ·
940127 (1)
Location 009:
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.25 N of SR 706 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'Buffer Preserve Drive ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1)
Latitude 016:
26483934 (1) ·
26483998 (1) ·
26504098 (1) ·
26561490 (1) ·
26561515 (1) ·
26563116 (1) ·
26563147 (1) ·
27155060 (1) ·
27155288 (1) ·
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27493735 (1) ·
29043800 (1) ·
29043900 (1) ·
29060018 (1) ·
29060200 (1) ·
29064300 (1)
Longitude 017:
80035722 (1) ·
80045783 (1) ·
80045820 (1) ·
80050309 (1) ·
80050346 (1) ·
80103494 (1) ·
80103501 (1) ·
80231981 (1) ·
80232174 (1) ·
80233923 (1) ·
80234014 (1) ·
80244973 (1) ·
80245174 (1) ·
80251481 (1) ·
80251602 (1) ·
80251811 (1) ·
80252110 (1) ·
80332834 (1) ·
80333220 (1) ·
80333306 (1) ·
81083200 (1) ·
81083300 (1) ·
81091400 (1) ·
81091401 (1) ·
81103100 (1) ·
81103200 (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:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
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)
Future 114:
Clearance 116:
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