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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'CANAL C-24 ' (1) ·
'CSX RR ' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'L-14 CANAL ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MONTERREY WATERWAY ' (1)
Critical 006b:
Facility 007:
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'Australian Ave. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'CR-516 ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Crosstown Parkway ' (1) ·
'Haverhill Rd ' (1) ·
'Hypoluxo Rd ' (1) ·
'HYPOLUXO RD. ' (1) ·
'JOG ROAD ' (1) ·
'LINTON BLVD ' (1) ·
'LPGA Blvd ' (1) ·
'MARINA BLVD. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SW 15TH AVE ' (1) ·
'W. CAMINO REAL ' (1) ·
'Woolbright Road ' (1)
Number 008:
700188 (1) ·
790171 (1) ·
930260 (1) ·
930263 (1) ·
930300 (1) ·
930301 (1) ·
930307 (1) ·
930529 (1) ·
934282 (1) ·
934295 (1) ·
934296 (1) ·
934297 (1) ·
934315 (1) ·
934344 (1) ·
934362 (1) ·
934406 (1) ·
934461 (1) ·
934485 (1) ·
934943 (1) ·
944018 (1) ·
945272 (1) ·
945273 (1) ·
945274 (1)
Location 009:
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'CR-516 over I-95 ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'I 95 Exit 56 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'North of P. Beach Airport' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'W of I 95 on Woolbright ' (1)
Latitude 016:
26195136 (1) ·
26203879 (1) ·
26262127 (1) ·
26305150 (1) ·
26305200 (1) ·
26341358 (1) ·
26342000 (1) ·
26342018 (1) ·
26360954 (1) ·
26374030 (1) ·
26374035 (1) ·
26403896 (1) ·
26413216 (1) ·
26415780 (1) ·
26420393 (1) ·
26421351 (1) ·
27155561 (1) ·
27161503 (1) ·
27174000 (1) ·
27174425 (1) ·
28020728 (1) ·
29131187 (1)
Longitude 017:
80040290 (1) ·
80040645 (1) ·
80041000 (1) ·
80041660 (1) ·
80041990 (1) ·
80042680 (1) ·
80044272 (1) ·
80044906 (1) ·
80071317 (1) ·
80074489 (1) ·
80074904 (1) ·
80084953 (1) ·
80085094 (1) ·
80092158 (1) ·
80120923 (1) ·
80121946 (1) ·
80142395 (1) ·
80214773 (1) ·
80221334 (1) ·
80221826 (1) ·
80253500 (1) ·
80392393 (1) ·
81061122 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
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:
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:
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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