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:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'Cow Creek ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I-95 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'Turnbull Creek ' (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-4118 ' (1) ·
'DYER PARK ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'Jungle Road ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Maytown Road ' (1) ·
'McClure Road ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'WEST OCEAN DRIVE ' (1) ·
Grant Rd. (1) ·
Micco Rd. (1) ·
Valkaria Road (1)
Number 008:
700157 (1) ·
700158 (1) ·
700159 (1) ·
790066 (1) ·
794032 (1) ·
794080 (1) ·
894051 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934282 (1) ·
934357 (1) ·
934404 (1) ·
934405 (1) ·
934951 (1) ·
934964 (1) ·
934965 (1) ·
935300 (1) ·
935502 (1) ·
936701 (1) ·
944013 (1)
Location 009:
'0.1 mi East of Linda Road' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.7Mi. N of SR-44 ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'At US-441/SR-7 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (1) ·
Valkaria Road and I-95 (1)
Latitude 016:
26200900 (1) ·
26201002 (1) ·
26254577 (1) ·
26281579 (1) ·
26281595 (1) ·
26312770 (1) ·
26322077 (1) ·
26364799 (1) ·
26413216 (1) ·
26470845 (1) ·
26481006 (1) ·
26512989 (1) ·
26562633 (1) ·
26562955 (1) ·
27062187 (1) ·
27173773 (1) ·
27522524 (1) ·
27552820 (1) ·
27571292 (1) ·
28502280 (1) ·
29010069 (1) ·
29025129 (1)
Longitude 017:
80041852 (1) ·
80045351 (1) ·
80050324 (1) ·
80050363 (1) ·
80051796 (1) ·
80070561 (1) ·
80071243 (1) ·
80071351 (1) ·
80075060 (1) ·
80084971 (1) ·
80092158 (1) ·
80120952 (1) ·
80120955 (1) ·
80161911 (1) ·
80205857 (1) ·
80352983 (1) ·
80360839 (1) ·
80363510 (1) ·
80402996 (1) ·
80571308 (1) ·
81002535 (1) ·
81012877 (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) ·
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:
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:
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