Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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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) ·
'CANAL E-4 ' (1) ·
'Creek ' (1) ·
'E3 CANAL ' (1) ·
'E3-canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FL TPK SR-91 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RCA CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'SR-507 ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'27th Street ' (1) ·
'57th Street ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO REAL ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-717 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Hypoluxo Rd ' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Levee Road ' (1) ·
'Melaleuca Lane ' (1) ·
'NW 13 ST ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-507 ' (1) ·
'SUMMIT BLVD ' (1) ·
'VETERANS WALK ' (1)
Number 008:
700186 (1) ·
790801 (1) ·
884038 (1) ·
884047 (1) ·
884077 (1) ·
884093 (1) ·
885808 (1) ·
930072 (1) ·
930338 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934126 (1) ·
934139 (1) ·
934228 (1) ·
934258 (1) ·
934361 (1) ·
934367 (1) ·
934499 (1) ·
934960 (1) ·
934964 (1) ·
934965 (1) ·
935215 (1) ·
935508 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At East Canal St. ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-507 over Crane Creek ' (1)
Latitude 016:
26203857 (1) ·
26214151 (1) ·
26270705 (1) ·
26281579 (1) ·
26281595 (1) ·
26290520 (1) ·
26322120 (1) ·
26342040 (1) ·
26342300 (1) ·
26354162 (1) ·
26362838 (1) ·
26394749 (1) ·
26411023 (1) ·
26421986 (1) ·
26445836 (1) ·
26501410 (1) ·
26562485 (1) ·
27335447 (1) ·
27385110 (1) ·
27385354 (1) ·
27415031 (1) ·
27421622 (1) ·
28040738 (1) ·
29095886 (1)
Longitude 017:
80035203 (1) ·
80041914 (1) ·
80042035 (1) ·
80051796 (1) ·
80052073 (1) ·
80054787 (1) ·
80054960 (1) ·
80065459 (1) ·
80074101 (1) ·
80074938 (1) ·
80075060 (1) ·
80102300 (1) ·
80220390 (1) ·
80242065 (1) ·
80255073 (1) ·
80274430 (1) ·
80274502 (1) ·
80371675 (1) ·
80391185 (1) ·
80400416 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
81091698 (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 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 (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)
Future 114:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
