Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Boynton Inlet ' (1) ·
'C-51 Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'CANAL L-30 ' (1) ·
'CSX Railroad ' (1) ·
'CSX RR ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'Lantana Road ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'M CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BIG BLUE TRACE ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'Blue Heron Blvd. ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CONGRESS AVE ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'HARRIS RD ' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'LA MANCHA AVE. ' (1) ·
'Lantana to I 95 SB' (1) ·
'LAWRENCE ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'RAVEN COURT ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'Service Road ' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR A1A ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'SW 23RD AVE. ' (1) ·
'Woolbright Road ' (1)
Number 008:
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT TEDDAR ROAD ' (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) ·
'I-95 / SR 882 ' (1) ·
'Just West of I 95 ' (1) ·
'Lake Worth ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'W of I 95 on Woolbright ' (1)
Latitude 016:
26195472 (1) ·
26195525 (1) ·
26225750 (1) ·
26232019 (1) ·
26290227 (1) ·
26302699 (1) ·
26302755 (1) ·
26302760 (1) ·
26305200 (1) ·
26321988 (1) ·
26322125 (1) ·
26324386 (1) ·
26341790 (1) ·
26342200 (1) ·
26351210 (1) ·
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26360600 (1) ·
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26391930 (1) ·
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26405365 (1) ·
26410978 (1) ·
26413242 (1) ·
26413281 (1) ·
26415742 (1) ·
26420973 (1) ·
26423844 (1) ·
26430840 (1) ·
26445836 (1) ·
26451984 (1) ·
26465191 (1) ·
26565506 (1)
Longitude 017:
80023594 (1) ·
80040290 (1) ·
80040620 (1) ·
80040645 (1) ·
80040685 (1) ·
80040800 (1) ·
80040830 (1) ·
80040850 (1) ·
80041025 (1) ·
80041030 (1) ·
80041140 (1) ·
80041145 (1) ·
80041480 (1) ·
80041600 (1) ·
80041990 (1) ·
80042235 (1) ·
80042680 (1) ·
80042900 (1) ·
80043530 (1) ·
80044300 (1) ·
80044341 (1) ·
80051590 (1) ·
80052073 (1) ·
80052130 (1) ·
80062363 (1) ·
80074091 (1) ·
80074092 (1) ·
80074380 (1) ·
80074383 (1) ·
80074708 (1) ·
80082019 (1) ·
80102658 (1) ·
80120012 (1) ·
80120021 (1) ·
80125285 (1) ·
80130371 (1) ·
80130754 (1) ·
80153155 (1) ·
80413113 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
11100 (1) ·
115000 (1) ·
116000 (1) ·
12000 (1) ·
13000 (1) ·
13700 (1) ·
14000 (1) ·
14600 (1) ·
16000 (1) ·
18000 (1) ·
190500 (1) ·
22000 (1) ·
22500 (1) ·
226000 (1) ·
236000 (1) ·
28500 (1) ·
318 (1) ·
3600 (1) ·
37000 (1) ·
400 (1) ·
42000 (1) ·
43000 (1) ·
43500 (1) ·
500 (1) ·
6100 (1) ·
6400 (1) ·
6800 (1) ·
6900 (1) ·
748 (1)
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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:
10583 (1) ·
11798 (1) ·
11971 (1) ·
1249 (1) ·
15000 (1) ·
19258 (1) ·
199525 (1) ·
201260 (1) ·
20820 (1) ·
22555 (1) ·
23770 (1) ·
24290 (1) ·
25331 (1) ·
27760 (1) ·
31230 (1) ·
330518 (1) ·
38170 (1) ·
39038 (1) ·
392110 (1) ·
409460 (1) ·
49448 (1) ·
521 (1) ·
600 (1) ·
6246 (1) ·
64195 (1) ·
694 (1) ·
72870 (1) ·
74605 (1) ·
75472 (1)
Clearance 116:
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