Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'C-37 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'COLLIER CREEK ' (1) ·
'CR-3 ' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'F.E.C. Railroad ' (1) ·
'FL. TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Canal ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-3 ' (1) ·
'SR-401 ' (1) ·
'SR-404 ' (1) ·
'St. Johns River ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'BARBER STREET ' (1) ·
'E Gateway Blvd ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB I 95 to Gateway' (1) ·
'Palm Bay Library ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SUMMIT BLVD ' (1) ·
'SW 15TH AVE ' (1) ·
'Tangerine Drive ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'YAMATO RD ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
Location 009:
'0.2MI W OF I-95 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'Minton Road-I-95 ' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
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:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 (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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
10250 (1) ·
121 (1) ·
12665 (1) ·
1417 (1) ·
157712 (1) ·
16222 (1) ·
200 (1) ·
20647 (1) ·
21254 (1) ·
22555 (1) ·
25375 (1) ·
32445 (1) ·
33832 (1) ·
34700 (1) ·
36435 (1) ·
3750 (1) ·
39905 (1) ·
44243 (1) ·
45110 (1) ·
5205 (1) ·
5378 (1) ·
57255 (1) ·
70268 (1) ·
7157 (1) ·
76340 (1) ·
7800 (1) ·
9369 (1)
Clearance 116:
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