Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BELCHER C-25 CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'Canal No.1 ' (1) ·
'E-1 Canal ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'I-4 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'L-6 Canal ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Rose Bay ' (1) ·
'SIMS CREEK ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-710 ' (1) ·
'Tomoka River ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Hypoluxo Rd ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'NB SR-615 ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SB SR- 615 ' (1) ·
'SR-472 WB ' (1) ·
'SR-715 ' (1) ·
'SR-807 Congress Av' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1)
Number 008:
790155 (1) ·
790157 (1) ·
790159 (1) ·
790162 (1) ·
790186 (1) ·
790190 (1) ·
894051 (1) ·
930446 (1) ·
930466 (1) ·
930470 (1) ·
930471 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934282 (1) ·
934357 (1) ·
934362 (1) ·
934964 (1) ·
934965 (1) ·
936701 (1) ·
940148 (1) ·
940149 (1) ·
944014 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
Latitude 016:
26281579 (1) ·
26281595 (1) ·
26341358 (1) ·
26364799 (1) ·
26391800 (1) ·
26394300 (1) ·
26413216 (1) ·
26413800 (1) ·
26460153 (1) ·
26470845 (1) ·
26481006 (1) ·
26512989 (1) ·
26562633 (1) ·
26562955 (1) ·
27062187 (1) ·
27281131 (1) ·
27283525 (1) ·
27283630 (1) ·
28571929 (1) ·
29050202 (1) ·
29051082 (1) ·
29051903 (1) ·
29061326 (1) ·
29181868 (1)
Longitude 017:
80031952 (1) ·
80041600 (1) ·
80041852 (1) ·
80045351 (1) ·
80051796 (1) ·
80051800 (1) ·
80070561 (1) ·
80071243 (1) ·
80071351 (1) ·
80075060 (1) ·
80092158 (1) ·
80121946 (1) ·
80161911 (1) ·
80205848 (1) ·
80205926 (1) ·
80225738 (1) ·
80402996 (1) ·
80410200 (1) ·
80580163 (1) ·
80580732 (1) ·
80581203 (1) ·
80581835 (1) ·
81053827 (1) ·
81152767 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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:
Showing below up to 24 results in range #1 to #24.
