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:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'HAULOVER CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Lagoon ' (1) ·
'MIAMI CANAL ' (1) ·
'Nova Road Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie River ' (1) ·
'TEN MILE CREEK ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'Atlantic Avenue ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR-717 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E/B S.R. 704 ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LINTON BLVD. ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'Sixth St. ' (1) ·
'Southern Boulevard' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR A1A ' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'US-1 (SR-5) ' (1) ·
'W/B S.R. 704 ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
703001 (1) ·
703002 (1) ·
703004 (1) ·
795587 (1) ·
890003 (1) ·
890066 (1) ·
890107 (1) ·
930005 (1) ·
930030 (1) ·
930064 (1) ·
930072 (1) ·
930097 (1) ·
930322 (1) ·
930360 (1) ·
930506 (1) ·
930507 (1) ·
930547 (1) ·
934126 (1) ·
934160 (1) ·
934161 (1) ·
934502 (1) ·
940072 (1)
Location 009:
'.5MI W of A1A & E of SR-5' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26262317 (1) ·
26274181 (1) ·
26403161 (1) ·
26411370 (1) ·
26411885 (1) ·
26413511 (1) ·
26421986 (1) ·
26422200 (1) ·
26430558 (1) ·
26525465 (1) ·
26525529 (1) ·
26562485 (1) ·
26564568 (1) ·
27035280 (1) ·
27070362 (1) ·
27121243 (1) ·
27240944 (1) ·
28313826 (1) ·
28313884 (1) ·
28441095 (1) ·
29134537 (1)
Longitude 017:
80023637 (1) ·
80024000 (1) ·
80025300 (1) ·
80025423 (1) ·
80035127 (1) ·
80035475 (1) ·
80040991 (1) ·
80040992 (1) ·
80041914 (1) ·
80050482 (1) ·
80072029 (1) ·
80154065 (1) ·
80162980 (1) ·
80235220 (1) ·
80401144 (1) ·
80402235 (1) ·
80424695 (1) ·
80451679 (1) ·
80454983 (1) ·
80482588 (1) ·
81030833 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
None (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: (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 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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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