Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
Cocoa (1) ·
Fellsmere (1) ·
Holly Hill (1) ·
Juno Beach (1) ·
Lake Worth (1) ·
Lantana (1) ·
Melbourne (1) ·
Mims (1)
Route 005d:
Features 006a:
'11th Street Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lake Ashby Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'Alta Drive ' (1) ·
'CR-512 ' (1) ·
'CR-880 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DONALD ROSS RD WB ' (1) ·
'JORGENSEN RD ' (1) ·
'Maytown Road ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'OKEELANTA RD. ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SELVITZ RD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-520 WB ' (1) ·
'SR-714 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-192 EB ' (1) ·
'US-98 SR700 US441 ' (1) ·
SR-46 (1)
Number 008:
700181 (1) ·
700194 (1) ·
700200 (1) ·
794139 (1) ·
794141 (1) ·
795503 (1) ·
884067 (1) ·
884068 (1) ·
890107 (1) ·
890159 (1) ·
930351 (1) ·
930465 (1) ·
931002 (1) ·
931003 (1) ·
934160 (1) ·
934522 (1) ·
934905 (1) ·
934940 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1)
Location 009:
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At LPGA Blvd. ' (1) ·
'AT US-27 ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-192 EB - Indian River ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26240578 (1) ·
26295449 (1) ·
26352544 (1) ·
26352545 (1) ·
26363600 (1) ·
26404182 (1) ·
26514900 (1) ·
26525529 (1) ·
27035280 (1) ·
27094100 (1) ·
27201582 (1) ·
27201586 (1) ·
27201587 (1) ·
27442320 (1) ·
27454113 (1) ·
28050237 (1) ·
28221061 (1) ·
28395620 (1) ·
28504614 (1) ·
28504680 (1) ·
29143549 (1)
Longitude 017:
80040992 (1) ·
80072029 (1) ·
80075212 (1) ·
80102377 (1) ·
80102433 (1) ·
80120021 (1) ·
80181600 (1) ·
80213056 (1) ·
80215969 (1) ·
80222500 (1) ·
80270492 (1) ·
80352939 (1) ·
80365199 (1) ·
80375380 (1) ·
80383118 (1) ·
80424015 (1) ·
80522244 (1) ·
80543618 (1) ·
81025160 (1) ·
81044532 (1) ·
81060638 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
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 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:
Rebuilt 106:
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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
