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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Boynton Canal C16 ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL E-4 ' (1) ·
'CSX RR ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1)
Critical 006b:
Facility 007:
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LE CHALET BLVD ' (1) ·
'MINER RD. ' (1) ·
'Quantum Blvd. ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR 804 ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'US1(SR5) ' (1) ·
'WEST OCEAN DRIVE ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
930001 (1) ·
930237 (1) ·
930285 (1) ·
930289 (1) ·
930428 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
931010 (1) ·
934468 (1) ·
934469 (1) ·
934487 (1) ·
934491 (1) ·
934499 (1) ·
934914 (1) ·
934942 (1) ·
934948 (1) ·
935300 (1) ·
935307 (1) ·
935308 (1) ·
936375 (1)
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1 mile West of US 1 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'Just West of I 95 ' (1)
Latitude 016:
26291628 (1) ·
26304774 (1) ·
26304823 (1) ·
26312770 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26314090 (1) ·
26314099 (1) ·
26314400 (1) ·
26314407 (1) ·
26315179 (1) ·
26321988 (1) ·
26322016 (1) ·
26322094 (1) ·
26322120 (1) ·
26322160 (1) ·
26324784 (1) ·
26324847 (1) ·
26325650 (1) ·
26331032 (1) ·
26332602 (1)
Longitude 017:
80032688 (1) ·
80035203 (1) ·
80042314 (1) ·
80042770 (1) ·
80050324 (1) ·
80050391 (1) ·
80050618 (1) ·
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80052654 (1) ·
80060834 (1) ·
80060838 (1) ·
80062363 (1) ·
80075106 (1) ·
80075125 (1) ·
80101974 (1) ·
80101977 (1) ·
80102132 (1) ·
80102180 (1) ·
80102271 (1) ·
80102293 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
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)
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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