Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-17 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Halifax River IWW ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Tomoka River ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'EB Blue Heron Blvd' (1) ·
'EB Forest Hill Bld' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB PGA Blvd. ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-520 WB ' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-715 ' (1) ·
'SR-A1A ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'US-98 SR700 US441 ' (1) ·
'WB Lake Worth Rd. ' (1) ·
SR-507 SB (1)
Number 008:
700190 (1) ·
700219 (1) ·
790174 (1) ·
790175 (1) ·
790185 (1) ·
790186 (1) ·
790187 (1) ·
790188 (1) ·
890161 (1) ·
890162 (1) ·
930106 (1) ·
930328 (1) ·
930329 (1) ·
930465 (1) ·
930468 (1) ·
930471 (1) ·
934349 (1) ·
940003 (1) ·
940004 (1)
Location 009:
'0.23 MI N FPL POWER PLANT' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1 Mile East of I-95 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
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 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)
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 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 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)
Future 114:
Showing below up to 19 results in range #1 to #19.
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