Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Creek ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Turkey Creek ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'Berry Avenue ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB SR706 ' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD SB ' (1) ·
'Levee Road ' (1) ·
'MURPHY RD ' (1) ·
'Port St. John Pkwy' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-40 ' (1) ·
'SR-714 ' (1) ·
'SR-808 (Glades Rd)' (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:
700194 (1) ·
700199 (1) ·
700203 (1) ·
790132 (1) ·
790801 (1) ·
884065 (1) ·
884067 (1) ·
884068 (1) ·
890112 (1) ·
890159 (1) ·
894054 (1) ·
930401 (1) ·
930453 (1) ·
930454 (1) ·
930465 (1) ·
930811 (1) ·
931002 (1) ·
931003 (1) ·
934160 (1) ·
934938 (1) ·
937361 (1) ·
937363 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-40 over IWW ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26220386 (1) ·
26284041 (1) ·
26290213 (1) ·
26352544 (1) ·
26352545 (1) ·
26435320 (1) ·
26435409 (1) ·
26514900 (1) ·
26525529 (1) ·
26560245 (1) ·
26560246 (1) ·
27093790 (1) ·
27094100 (1) ·
27112563 (1) ·
27380220 (1) ·
27442320 (1) ·
27454113 (1) ·
28015978 (1) ·
28271350 (1) ·
28395620 (1) ·
29095886 (1) ·
29171420 (1)
Longitude 017:
80040992 (1) ·
80050063 (1) ·
80085013 (1) ·
80102377 (1) ·
80102433 (1) ·
80121129 (1) ·
80133989 (1) ·
80134000 (1) ·
80170910 (1) ·
80175123 (1) ·
80181600 (1) ·
80264868 (1) ·
80344732 (1) ·
80365199 (1) ·
80375380 (1) ·
80383118 (1) ·
80491650 (1) ·
80492277 (1) ·
80543618 (1) ·
81030614 (1) ·
81091698 (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) ·
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: (Click arrow to add another value)
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:
Clearance 116:
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