Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13747 (1) ·
15288 (1) ·
15743 (1) ·
15772 (1) ·
15775 (1) ·
15778 (1) ·
15779 (1) ·
15780 (1) ·
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15925 (1) ·
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15930 (1) ·
15970 (1) ·
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17882 (1) ·
17915 (1) ·
18774 (1) ·
18778 (1) ·
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19200 (1) ·
19201 (1) ·
19212 (1) ·
19213 (1) ·
19495 (1) ·
19531 (1) ·
19532 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Indian River ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Lateral C Canal ' (1) ·
'Murray Creek ' (1) ·
'N Fork Loxahatchee River' (1) ·
'RETENTION POND ' (1) ·
'Rio Mar Bay ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'5th Street SW ' (1) ·
'AIROSO BLVD. ' (1) ·
'Bay Drive ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-4009 ' (1) ·
'CR605 Old Dixie ' (1) ·
'DYER PARK ROAD ' (1) ·
'Esplanade Avenue ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Island Drive ' (1) ·
'JOG ROAD (NB) ' (1) ·
'Jupiter Boulevard ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROSPERITY FARM RD' (1) ·
'River Drive ' (1) ·
'SR-406 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
700227 (1) ·
705923 (1) ·
790181 (1) ·
794193 (1) ·
796413 (1) ·
880089 (1) ·
884085 (1) ·
884086 (1) ·
885811 (1) ·
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944013 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'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 Mi So. of SR-421 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'100Ft. South of Bay Drive' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'SR-406 over Indian River ' (1)
Latitude 016:
26281579 (1) ·
26281595 (1) ·
26322077 (1) ·
26323521 (1) ·
26364799 (1) ·
26391800 (1) ·
26413216 (1) ·
26470845 (1) ·
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26483417 (1) ·
26483495 (1) ·
26512989 (1) ·
26562633 (1) ·
26562955 (1) ·
26572884 (1) ·
27062187 (1) ·
27173773 (1) ·
27354064 (1) ·
27361500 (1) ·
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27591500 (1) ·
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29044616 (1) ·
29052660 (1) ·
29071179 (1)
Longitude 017:
80024595 (1) ·
80041600 (1) ·
80041852 (1) ·
80045351 (1) ·
80051796 (1) ·
80061282 (1) ·
80070561 (1) ·
80071243 (1) ·
80071351 (1) ·
80075060 (1) ·
80075215 (1) ·
80075217 (1) ·
80084971 (1) ·
80092158 (1) ·
80161911 (1) ·
80205857 (1) ·
80214090 (1) ·
80214400 (1) ·
80225645 (1) ·
80231300 (1) ·
80254929 (1) ·
80401800 (1) ·
80402996 (1) ·
80475557 (1) ·
80572087 (1) ·
81013690 (1) ·
81015661 (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:
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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