Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'Canal ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'E-1-E CANAL ' (1) ·
'E3 CANAL ' (1) ·
'JONES CREEK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Murray Creek ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Service Rd & Canal ' (1) ·
'SIMS CREEK ' (1) ·
'Trib to Groover Creek ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE SB ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER STREET ' (1) ·
'DYER PARK ROAD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Forest Hill Blvd. ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Malabar Rd ' (1) ·
'McClure Road ' (1) ·
'PROSPERITY FARM RD' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SR-401 NB ' (1) ·
'SW THIRD ST ' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'W. CAMINO REAL ' (1)
Number 008:
700117 (1) ·
704004 (1) ·
705953 (1) ·
790181 (1) ·
794082 (1) ·
885603 (1) ·
894051 (1) ·
930446 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934278 (1) ·
934402 (1) ·
934403 (1) ·
934406 (1) ·
934427 (1) ·
934951 (1) ·
934964 (1) ·
936701 (1) ·
937350 (1) ·
937351 (1) ·
937352 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'At SR-7/US-441 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Just west of I-95 ' (1) ·
'SR-401 NB - Barge Canal ' (1)
Latitude 016:
26200974 (1) ·
26203879 (1) ·
26204432 (1) ·
26281579 (1) ·
26283319 (1) ·
26322077 (1) ·
26391800 (1) ·
26412989 (1) ·
26415540 (1) ·
26423784 (1) ·
26445565 (1) ·
26470845 (1) ·
26481006 (1) ·
26512989 (1) ·
26562633 (1) ·
26562955 (1) ·
27062187 (1) ·
27464133 (1) ·
27595640 (1) ·
27595668 (1) ·
28243318 (1) ·
29044616 (1) ·
29174390 (1)
Longitude 017:
80041600 (1) ·
80041713 (1) ·
80041852 (1) ·
80070561 (1) ·
80071243 (1) ·
80071351 (1) ·
80074489 (1) ·
80075055 (1) ·
80075060 (1) ·
80084971 (1) ·
80115311 (1) ·
80121006 (1) ·
80134407 (1) ·
80134651 (1) ·
80134748 (1) ·
80161911 (1) ·
80284214 (1) ·
80375518 (1) ·
80401800 (1) ·
80402996 (1) ·
80424614 (1) ·
80572087 (1) ·
81074819 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
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)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
