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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-51 CANAL ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CANAL-17 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LAKE WORTH ' (1) ·
'Lake Worth Lagoon ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 N/S TPK ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CR-880 ' (1) ·
'HATTON HIGHWAY ' (1) ·
'IBIS WAY ' (1) ·
'ISLAND ROAD ' (1) ·
'McClure Road ' (1) ·
'Old Dixie Highway ' (1) ·
'SR A1A ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 On/Off Rmp106' (1) ·
'W LAKE RD CR-717 ' (1)
Number 008:
930098 (1) ·
930146 (1) ·
930159 (1) ·
930359 (1) ·
930547 (1) ·
930940 (1) ·
931006 (1) ·
931011 (1) ·
934275 (1) ·
934276 (1) ·
934505 (1) ·
934553 (1) ·
936701 (1) ·
936801 (1) ·
936802 (1)
Location 009:
'0.1MI W of US-98 / SR-441' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1MI SW OF US-441 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
Longitude 017:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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:
103753 (1) ·
119194 (1) ·
1301 (1) ·
171592 (1) ·
17280 (1) ·
1735 (1) ·
23249 (1) ·
23596 (1) ·
265 (1) ·
33600 (1) ·
39038 (1) ·
41640 (1) ·
521 (1) ·
963 (1)
Clearance 116:
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