Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-18 Canal ' (1) ·
'Canal L-14 ' (1) ·
'Donald Ross Road ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'Military Trail ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR-520 ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1)
Critical 006b:
Facility 007:
'Congress Ave. ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'MARGINAL RD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'Old Dixie Hwy. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR519NB(Fiske Blv)' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-92 ' (1)
Number 008:
700030 (1) ·
700034 (1) ·
700117 (1) ·
700119 (1) ·
700126 (1) ·
700127 (1) ·
700176 (1) ·
790082 (1) ·
790093 (1) ·
794016 (1) ·
930004 (1) ·
930026 (1) ·
930163 (1) ·
930335 (1) ·
930336 (1) ·
930378 (1) ·
930382 (1) ·
930383 (1) ·
930386 (1) ·
930387 (1) ·
931001 (1) ·
934214 (1) ·
934914 (1)
Location 009:
'0.25 mile North of SR 786' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 SB over US-1 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-519 NB I-95 ' (1) ·
'SR-519 SB I-95 ' (1)
Latitude 016:
26282666 (1) ·
26321988 (1) ·
26360932 (1) ·
26370275 (1) ·
26401000 (1) ·
26495569 (1) ·
26502240 (1) ·
26502290 (1) ·
26504000 (1) ·
26525862 (1) ·
26525996 (1) ·
26554700 (1) ·
26554800 (1) ·
28004733 (1) ·
28004737 (1) ·
28173235 (1) ·
28173269 (1) ·
28213537 (1) ·
28243313 (1) ·
28243318 (1) ·
29033853 (1) ·
29200964 (1) ·
29203187 (1)
Longitude 017:
80033671 (1) ·
80034367 (1) ·
80052230 (1) ·
80060655 (1) ·
80060720 (1) ·
80061820 (1) ·
80062363 (1) ·
80074066 (1) ·
80074402 (1) ·
80085515 (1) ·
80085650 (1) ·
80102528 (1) ·
80104062 (1) ·
80375518 (1) ·
80375608 (1) ·
80382659 (1) ·
80382780 (1) ·
80443419 (1) ·
80443480 (1) ·
80474023 (1) ·
81051074 (1) ·
81075240 (1) ·
81160650 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
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:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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 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) ·
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:
10042 (1) ·
10236 (1) ·
123619 (1) ·
136198 (1) ·
148776 (1) ·
1696 (1) ·
1800 (1) ·
22121 (1) ·
25331 (1) ·
278468 (1) ·
28194 (1) ·
43809 (1) ·
44243 (1) ·
45110 (1) ·
55954 (1) ·
63328 (1) ·
91351 (1)
Clearance 116:
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