Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'BOYNTON CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Boynton Canal C16 ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL E-4 ' (1) ·
'CSX RR ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'Goat Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'None ' (1) ·
'Sebastian Canal ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR-514 ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
'Babcock Street ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'Briar Creek Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'CORAL DRIVE ' (1) ·
'E Gateway Blvd ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Hurley Blvd ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'Malabar Rd ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'MINER RD. ' (1) ·
'NB I 95 to Gateway' (1) ·
'Quantum Blvd. ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR 804 ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SW 15TH AVE ' (1) ·
'SW 23RD AVE. ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US1(SR5) ' (1) ·
'VENICE DRIVE ' (1) ·
'WEST OCEAN DRIVE ' (1) ·
'WOOLBRIGHT ROAD ' (1)
Number 008:
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'Just West of I 95 ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'W of I 95 on Woolbright ' (1)
Latitude 016:
Longitude 017:
1000 (1) ·
10000 (1) ·
10900 (1) ·
116000 (1) ·
13000 (1) ·
143 (1) ·
14600 (1) ·
18000 (1) ·
19800 (1) ·
2600 (1) ·
2871 (1) ·
2880 (1) ·
2993 (1) ·
3000 (1) ·
32250 (1) ·
34000 (1) ·
364 (1) ·
36500 (1) ·
38500 (1) ·
40500 (1) ·
41500 (1) ·
42000 (1) ·
44000 (1) ·
46000 (1) ·
48500 (1) ·
6000 (1) ·
640 (1) ·
6400 (1) ·
64500 (1) ·
78500 (1) ·
8145 (1) ·
90900 (1) ·
9350 (1) ·
9625 (1)
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)
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)
10410 (1) ·
11104 (1) ·
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1200 (1) ·
12000 (1) ·
13200 (1) ·
136198 (1) ·
14132 (1) ·
157712 (1) ·
16222 (1) ·
165 (1) ·
18912 (1) ·
201260 (1) ·
21600 (1) ·
22555 (1) ·
25331 (1) ·
3120 (1) ·
3318 (1) ·
34353 (1) ·
3460 (1) ·
3600 (1) ·
5205 (1) ·
55954 (1) ·
58990 (1) ·
607 (1) ·
63327 (1) ·
66798 (1) ·
70268 (1) ·
72002 (1) ·
72870 (1) ·
731 (1) ·
76340 (1) ·
79810 (1) ·
84148 (1)
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