Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'E3 CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I-4 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Lake Osborne ' (1) ·
'Lateral B Canal ' (1) ·
'Murray Creek ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'13th Street SW ' (1) ·
'AIROSO BLVD. ' (1) ·
'Apollo Boulevard ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'Camp Site Road ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-4 EB Ramp A ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROSPERITY FARM RD' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) SB ' (1)
Number 008:
705604 (1) ·
790181 (1) ·
790208 (1) ·
880103 (1) ·
880104 (1) ·
880105 (1) ·
884105 (1) ·
894051 (1) ·
930446 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934357 (1) ·
934373 (1) ·
934951 (1) ·
934964 (1) ·
934965 (1) ·
936701 (1) ·
944013 (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) ·
'0.7MI 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) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'In John Prince Park ' (1) ·
'Just west of I-95 ' (1)
Latitude 016:
26281579 (1) ·
26281595 (1) ·
26322077 (1) ·
26355670 (1) ·
26364799 (1) ·
26391800 (1) ·
26413216 (1) ·
26470845 (1) ·
26481006 (1) ·
26483417 (1) ·
26483495 (1) ·
26512989 (1) ·
26562633 (1) ·
26562955 (1) ·
27062187 (1) ·
27173773 (1) ·
27332870 (1) ·
27332944 (1) ·
27344850 (1) ·
27460370 (1) ·
28073710 (1) ·
29044616 (1) ·
29081300 (1)
Longitude 017:
80041600 (1) ·
80041852 (1) ·
80045020 (1) ·
80045351 (1) ·
80051796 (1) ·
80070561 (1) ·
80071243 (1) ·
80071351 (1) ·
80075060 (1) ·
80075215 (1) ·
80075217 (1) ·
80084971 (1) ·
80092158 (1) ·
80161911 (1) ·
80205857 (1) ·
80220651 (1) ·
80220740 (1) ·
80264970 (1) ·
80330480 (1) ·
80384610 (1) ·
80402996 (1) ·
80572087 (1) ·
81070700 (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:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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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