Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'17th Avenue North ' (1) ·
'C.S.X. R/R ' (1) ·
'Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'CSX Railroad ' (1) ·
'Drainage Canal ' (1) ·
'Groover Creek ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Lantana Road ' (1) ·
'Little Haw Creek ' (1) ·
'Loxahatchee River ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1)
Critical 006b:
Facility 007:
'Airport Road ' (1) ·
'Blue Heron Blvd. ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'Eldron Blvd ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Lantana to I 95 SB' (1) ·
'Marsh Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'Woolbright Road ' (1)
Number 008:
704019 (1) ·
705913 (1) ·
705914 (1) ·
705915 (1) ·
705916 (1) ·
794036 (1) ·
794067 (1) ·
880071 (1) ·
890106 (1) ·
930259 (1) ·
930261 (1) ·
930262 (1) ·
930274 (1) ·
930275 (1) ·
930276 (1) ·
930291 (1) ·
930292 (1) ·
930298 (1) ·
930299 (1) ·
930300 (1) ·
930301 (1) ·
930303 (1) ·
930304 (1) ·
930339 (1) ·
930523 (1)
Location 009:
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.6mi East of Congress Av' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'City of Jupiter ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I 95 Exit 56 ' (1) ·
'Just West of I 95 ' (1) ·
'Lake Worth ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'W of I 95 on Woolbright ' (1)
Latitude 016:
26302755 (1) ·
26302760 (1) ·
26305200 (1) ·
26341790 (1) ·
26342200 (1) ·
26351210 (1) ·
26351400 (1) ·
26351625 (1) ·
26364900 (1) ·
26381065 (1) ·
26395750 (1) ·
26465191 (1) ·
26565506 (1) ·
27034414 (1) ·
27351672 (1) ·
27583729 (1) ·
27583761 (1) ·
27590343 (1) ·
27590359 (1) ·
28171453 (1) ·
29043231 (1) ·
29162604 (1)
Longitude 017:
80040620 (1) ·
80040685 (1) ·
80040800 (1) ·
80040850 (1) ·
80041025 (1) ·
80041140 (1) ·
80041145 (1) ·
80041480 (1) ·
80041600 (1) ·
80041990 (1) ·
80042680 (1) ·
80042900 (1) ·
80043530 (1) ·
80044300 (1) ·
80052130 (1) ·
80300075 (1) ·
80315267 (1) ·
80394165 (1) ·
80394182 (1) ·
80400209 (1) ·
80400429 (1) ·
80443323 (1) ·
81074043 (1) ·
81162375 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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: (Click arrow to add another value)
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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