Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'Canal ' (1) ·
'CANAL L-20 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Little Haw Creek ' (1) ·
'SALERNO CREEK ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-520 ' (1) ·
'Tillman Canal ' (1) ·
'US-1 ' (1) ·
'US-92 ' (1)
Critical 006b:
Facility 007:
'CR 880 ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'DUDA ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'SR-401 NB ' (1) ·
'SR-5A ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR519NB(Fiske Blv)' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-92 ' (1)
Number 008:
700034 (1) ·
700117 (1) ·
700119 (1) ·
700126 (1) ·
700127 (1) ·
700176 (1) ·
790071 (1) ·
790072 (1) ·
790082 (1) ·
790093 (1) ·
790136 (1) ·
894041 (1) ·
930004 (1) ·
930026 (1) ·
930038 (1) ·
930401 (1) ·
934329 (1) ·
934519 (1) ·
934914 (1) ·
940058 (1) ·
940083 (1) ·
940951 (1)
Location 009:
'0.3MI E OF US-1 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'CR 880 AT SIX MILE BEND ' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 NB over US-92 ' (1) ·
'I-95 SB over US-1 ' (1) ·
'I-95 SB over US-92 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-519 NB I-95 ' (1) ·
'SR-519 SB I-95 ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
Latitude 016:
26220386 (1) ·
26282666 (1) ·
26321988 (1) ·
26384270 (1) ·
26390702 (1) ·
26401808 (1) ·
26495569 (1) ·
27084441 (1) ·
27224619 (1) ·
27283927 (1) ·
27283929 (1) ·
28004733 (1) ·
28004737 (1) ·
28173235 (1) ·
28173269 (1) ·
28213537 (1) ·
28243318 (1) ·
29033853 (1) ·
29065637 (1) ·
29101600 (1) ·
29102131 (1) ·
29200964 (1)
Longitude 017:
80033671 (1) ·
80034367 (1) ·
80062363 (1) ·
80074322 (1) ·
80114936 (1) ·
80121129 (1) ·
80231141 (1) ·
80270210 (1) ·
80270308 (1) ·
80345484 (1) ·
80375518 (1) ·
80381684 (1) ·
80382659 (1) ·
80382780 (1) ·
80443419 (1) ·
80443480 (1) ·
80474023 (1) ·
80591557 (1) ·
81050336 (1) ·
81050574 (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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
Future 114:
Clearance 116:
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