Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Cabbage Slough ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'EL RIO CANAL ' (1) ·
'FECRR ' (1) ·
'FELLSMERE CANAL ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'ORANGE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'St Johns River Relief ' (1) ·
'US-1 ' (1) ·
'US-1 & FECRR ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'COUNTY RD 507 ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'ISLAND WAY ' (1) ·
'NW 7TH STREET ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SR A1A ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SW 18th Street ' (1) ·
'SW 18th STREET EB ' (1) ·
SR-46 (1)
Number 008:
700002 (1) ·
700014 (1) ·
700029 (1) ·
700103 (1) ·
700108 (1) ·
700116 (1) ·
700194 (1) ·
790028 (1) ·
790029 (1) ·
790053 (1) ·
794121 (1) ·
794186 (1) ·
880076 (1) ·
894029 (1) ·
894044 (1) ·
930197 (1) ·
934328 (1) ·
934482 (1) ·
934900 (1) ·
935221 (1) ·
940076 (1) ·
940082 (1) ·
940084 (1) ·
940951 (1)
Location 009:
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-46 - Cabbage Slough ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26195472 (1) ·
26195500 (1) ·
26212337 (1) ·
26260295 (1) ·
26374169 (1) ·
26583556 (1) ·
27024321 (1) ·
27154501 (1) ·
27204020 (1) ·
27224619 (1) ·
27224640 (1) ·
27491949 (1) ·
28240078 (1) ·
28240145 (1) ·
28313959 (1) ·
28313962 (1) ·
28314033 (1) ·
28314034 (1) ·
28395620 (1) ·
28415195 (1) ·
28423852 (1) ·
28571848 (1) ·
29031634 (1) ·
29031702 (1)
Longitude 017:
80055370 (1) ·
80055723 (1) ·
80070200 (1) ·
80074380 (1) ·
80075632 (1) ·
80121445 (1) ·
80142440 (1) ·
80210806 (1) ·
80222157 (1) ·
80231097 (1) ·
80231141 (1) ·
80362564 (1) ·
80451035 (1) ·
80451074 (1) ·
80472199 (1) ·
80472222 (1) ·
80472690 (1) ·
80472715 (1) ·
80543618 (1) ·
81002171 (1) ·
81012278 (1) ·
81152780 (1) ·
81184073 (1) ·
81184077 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059: (Click arrow to add another value)
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: (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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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