Drilldown: bridge data
From Indian River Lagoon Project
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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) ·
'Creek ' (1) ·
'E-4 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'L-19 Canal ' (1) ·
'L-30 CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'Military Trail & CSX RR ' (1) ·
'N Fork Loxahatchee River' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Pine Street ' (1) ·
'Reed Canal ' (1) ·
'SR-404 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CR-717 ' (1) ·
'Haverhill Rd ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Indian Lake Road ' (1) ·
'INDIAN STREET ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Lantern Park Drive' (1) ·
'Levee Road ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SR A1A ' (1) ·
'SR-528 EB ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 SB ' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
700075 (1) ·
700151 (1) ·
790801 (1) ·
796549 (1) ·
884038 (1) ·
884047 (1) ·
894040 (1) ·
930072 (1) ·
930245 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934126 (1) ·
934148 (1) ·
934149 (1) ·
934359 (1) ·
934925 (1) ·
934926 (1) ·
934936 (1) ·
934942 (1) ·
935508 (1) ·
936776 (1) ·
940158 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (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) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'800 ft West of I 95 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'US-1 SB - SR-404 ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26220610 (1) ·
26270705 (1) ·
26290245 (1) ·
26290520 (1) ·
26332602 (1) ·
26342300 (1) ·
26354162 (1) ·
26361478 (1) ·
26421986 (1) ·
26483417 (1) ·
26483495 (1) ·
26562485 (1) ·
26572884 (1) ·
27102110 (1) ·
27224250 (1) ·
27335447 (1) ·
27421622 (1) ·
28121703 (1) ·
28244125 (1) ·
29093020 (1) ·
29095886 (1)
Longitude 017:
80041914 (1) ·
80050618 (1) ·
80054787 (1) ·
80061282 (1) ·
80071555 (1) ·
80072023 (1) ·
80072169 (1) ·
80075215 (1) ·
80075217 (1) ·
80101305 (1) ·
80101307 (1) ·
80123610 (1) ·
80152060 (1) ·
80255073 (1) ·
80274430 (1) ·
80391185 (1) ·
80394266 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
80493553 (1) ·
81002450 (1) ·
81091698 (1)
Owner 022:
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:
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) ·
N/A (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 not over waterway. (1)
Future 114:
Clearance 116:
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