Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
None (1) ·
35550 (1) ·
54175 (1) ·
58725 (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fellsmere (1) ·
Golf village (1) ·
Holly Hill (1) ·
Juno Beach (1) ·
Jupiter (1) ·
Lake Clarke Shores (1) ·
Lantana (1) ·
Melbourne (1) ·
Mims (1) ·
North Palm Beach village (1) ·
Pahokee (1) ·
Palm Beach Gardens (1) ·
Port St. John (1) ·
Royal Palm Beach village (1) ·
Vero Beach (1)
Route 005d:
Features 006a:
'11th Street Canal ' (1) ·
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Creek ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'Murray Creek ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SIMS CREEK ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
'Turkey Creek ' (1) ·
'WPB Canal (C-51) ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'16TH ST ' (1) ·
'AIROSO BLVD. ' (1) ·
'Alta Drive ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB SR706 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD SB ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Levee Road ' (1) ·
'LYONS ROAD ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'OKEELANTA RD. ' (1) ·
'PARK AVE. W. ' (1) ·
'Port St. John Pkwy' (1) ·
'PROSPERITY FARM RD' (1) ·
'SR-520 WB ' (1) ·
'SR-714 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-1 ' (1) ·
'US-98 SR700 US441 ' (1) ·
'WB SR 706 ' (1) ·
SR-46 (1)
Number 008:
Location 009:
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8MI WEST OF US-1 ' (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) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At LPGA Blvd. ' (1) ·
'AT US-27 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Just west of I-95 ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
Longitude 017:
80040992 (1) ·
80041600 (1) ·
80041852 (1) ·
80045351 (1) ·
80050063 (1) ·
80051796 (1) ·
80052450 (1) ·
80070561 (1) ·
80071243 (1) ·
80071351 (1) ·
80075060 (1) ·
80075215 (1) ·
80075217 (1) ·
80084971 (1) ·
80085013 (1) ·
80092158 (1) ·
80102377 (1) ·
80102433 (1) ·
80111927 (1) ·
80142395 (1) ·
80143409 (1) ·
80161911 (1) ·
80181600 (1) ·
80205857 (1) ·
80264781 (1) ·
80264868 (1) ·
80344732 (1) ·
80365199 (1) ·
80375380 (1) ·
80383118 (1) ·
80402996 (1) ·
80424015 (1) ·
80491650 (1) ·
80492277 (1) ·
80522244 (1) ·
80543618 (1) ·
80572087 (1) ·
81025160 (1) ·
81091698 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
11000 (1) ·
111000 (1) ·
1500 (1) ·
15043 (1) ·
153 (1) ·
15500 (1) ·
160 (1) ·
17500 (1) ·
18391 (1) ·
18400 (1) ·
18500 (1) ·
18800 (1) ·
24000 (1) ·
26500 (1) ·
27000 (1) ·
3000 (1) ·
3200 (1) ·
354 (1) ·
3800 (1) ·
39250 (1) ·
47500 (1) ·
5 (1) ·
500 (1) ·
5900 (1) ·
6 (1) ·
600 (1) ·
6000 (1) ·
7400 (1) ·
800 (1) ·
8000 (1) ·
8200 (1) ·
910 (1)
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) ·
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 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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
10236 (1) ·
1092 (1) ·
12839 (1) ·
13880 (1) ·
14227 (1) ·
15000 (1) ·
1800 (1) ·
192 (1) ·
192590 (1) ·
22070 (1) ·
22080 (1) ·
26100 (1) ·
265 (1) ·
26893 (1) ·
30362 (1) ·
32098 (1) ·
32400 (1) ·
32618 (1) ·
4 (1) ·
4000 (1) ·
41640 (1) ·
428 (1) ·
45978 (1) ·
5552 (1) ·
600 (1) ·
6593 (1) ·
68099 (1) ·
800 (1) ·
8000 (1) ·
82412 (1) ·
9 (1) ·
960 (1)
Clearance 116:
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