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:
'Banana River Drive ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-18 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL L-20 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR-515 & Indian River ' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'FL. TURNPIKE ' (1) ·
'H-20 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RELIEF CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-406 ' (1) ·
'Sykes Creek ' (1) ·
'TIDAL CANAL ' (1) ·
'US-1 & FECRR ' (1) ·
'WILLOUGHBY CREEK ' (1)
Facility 007:
Number 008:
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'10ft. E of Minton Road ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'Minton Road-I-95 ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1)
Latitude 016:
Longitude 017:
101 (1) ·
11900 (1) ·
120 (1) ·
12250 (1) ·
1226 (1) ·
13000 (1) ·
13250 (1) ·
13300 (1) ·
14500 (1) ·
16250 (1) ·
17122 (1) ·
18700 (1) ·
19800 (1) ·
20000 (1) ·
2300 (1) ·
25474 (1) ·
25500 (1) ·
26000 (1) ·
3000 (1) ·
3300 (1) ·
40500 (1) ·
440 (1) ·
46000 (1) ·
5600 (1) ·
600 (1) ·
630 (1) ·
6761 (1) ·
7000 (1) ·
7300 (1) ·
90900 (1) ·
9350 (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 (including piles) on dry land well above flood water elevations. (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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) ·
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)
10250 (1) ·
1041 (1) ·
11730 (1) ·
121 (1) ·
12665 (1) ·
1417 (1) ·
157712 (1) ·
16222 (1) ·
200 (1) ·
20647 (1) ·
21254 (1) ·
22555 (1) ·
22989 (1) ·
23076 (1) ·
25375 (1) ·
28194 (1) ·
29707 (1) ·
32445 (1) ·
34353 (1) ·
34700 (1) ·
3750 (1) ·
3991 (1) ·
44197 (1) ·
44243 (1) ·
45110 (1) ·
5205 (1) ·
5726 (1) ·
70268 (1) ·
763 (1) ·
79810 (1) ·
9716 (1)
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