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:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Creek ' (1) ·
'E-2W CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'Little Haw Swamp ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'S-5 Discharge Canal ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CR-717 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'Truck Trail #12 ' (1)
Number 008:
790800 (1) ·
790801 (1) ·
884038 (1) ·
884047 (1) ·
930072 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
930811 (1) ·
931007 (1) ·
931008 (1) ·
934126 (1) ·
935209 (1) ·
935210 (1) ·
935508 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'300FT East of CR-717 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Lake George Conservation ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1)
Latitude 016:
26202775 (1) ·
26202815 (1) ·
26270705 (1) ·
26272575 (1) ·
26272647 (1) ·
26284041 (1) ·
26290520 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26315179 (1) ·
26342300 (1) ·
26354162 (1) ·
26403435 (1) ·
26403445 (1) ·
26403501 (1) ·
26421986 (1) ·
26455204 (1) ·
26484825 (1) ·
26562485 (1) ·
27335447 (1) ·
27421622 (1) ·
29095886 (1) ·
29153934 (1)
Longitude 017:
80041914 (1) ·
80045890 (1) ·
80051470 (1) ·
80054787 (1) ·
80054881 (1) ·
80054885 (1) ·
8005960 (1) ·
80101974 (1) ·
80101977 (1) ·
80102271 (1) ·
80102293 (1) ·
80103398 (1) ·
80103466 (1) ·
80255073 (1) ·
80274430 (1) ·
80295638 (1) ·
80334956 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
80492277 (1) ·
81091698 (1) ·
81211913 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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 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:
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