Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12121 (1) ·
12126 (1) ·
12157 (1) ·
12192 (1) ·
12214 (1) ·
12275 (1) ·
13682 (1) ·
13756 (1) ·
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15126 (1) ·
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15148 (1) ·
15225 (1) ·
15252 (1) ·
15968 (1) ·
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15975 (1) ·
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16030 (1) ·
16032 (1) ·
16035 (1)
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'Blue Lake Equalizer ' (1) ·
'CANAL ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'CR-515 & Indian River ' (1) ·
'Danforth Creek ' (1) ·
'I-95 ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Miller Creek ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Samsula Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-528 ' (1) ·
'Sweetwater Creek ' (1) ·
'TAYLOR CREEK ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'US-17/92 ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'CR5A OLD DIXIE HWY' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'E. Minnesota Ave. ' (1) ·
'EB SR - 714 ' (1) ·
'Emerson Drive ' (1) ·
'HOLLY DRIVE ' (1) ·
'Hunting Camp Road ' (1) ·
'INLET CAY DR. ' (1) ·
'LPGA Blvd ' (1) ·
'MERCER AVE ' (1) ·
'MINUTE MAID RD 165' (1) ·
'PICOS RD 154.90 ' (1) ·
'Ranch Rd. ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR-407 NB ' (1) ·
'SR-472 ' (1) ·
'SR-528 WB ' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'Williams Road ' (1) ·
Grant Rd. (1)
Number 008:
700015 (1) ·
700026 (1) ·
700085 (1) ·
700130 (1) ·
700158 (1) ·
705906 (1) ·
790055 (1) ·
794007 (1) ·
794008 (1) ·
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940059 (1)
Location 009:
'.7 mi S of Taylor Rd ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'Ranch Rd. - I-95 ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
1.3 Mi. East of CR-507 (1)
Latitude 016:
26315908 (1) ·
26322144 (1) ·
26412955 (1) ·
26492346 (1) ·
27101012 (1) ·
27101997 (1) ·
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27255887 (1) ·
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29130195 (1)
Longitude 017:
80024971 (1) ·
80025576 (1) ·
80041431 (1) ·
80053044 (1) ·
80121176 (1) ·
80161483 (1) ·
80194850 (1) ·
80230229 (1) ·
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80360839 (1) ·
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80522877 (1) ·
80574874 (1) ·
80575726 (1) ·
81022736 (1) ·
81040532 (1) ·
81040663 (1) ·
81040715 (1) ·
81063403 (1) ·
81160318 (1) ·
81175636 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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)
Culvert 062:
Inspect Date 090:
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 conditions; field review indicates action is required to protect exposed foundations (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 28 results in range #1 to #28.
