Drilldown: bridge data
From Indian River Lagoon Project
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- 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:
'17th Avenue North ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Burns Road ' (1) ·
'C-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'Cypress Creek ' (1) ·
'Deep Creek ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal ' (1) ·
'Goat Creek ' (1) ·
'Halifax River IWW ' (1) ·
'Holly Drive ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'North Relief Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'St. Johns River Relief ' (1) ·
'Sykes Creek ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'20TH AVENUE ' (1) ·
'Briar Creek Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'EB SR-710 ' (1) ·
'GORDY ROAD ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Linton Blvd. ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB SR-615 ' (1) ·
'Pioneer Trail ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'Sea Ray Drive ' (1) ·
'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-528 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-808 Glades Road' (1) ·
'SR510 Wabasso Road' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB SR-710 ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
'.75 miles South of SR-882' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'At Exit 76 ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Lake Worth ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1)
Latitude 016:
Longitude 017:
1950 (1) ·
1957 (1) ·
1958 (1) ·
1961 (1) ·
1963 (1) ·
1965 (1) ·
1967 (1) ·
1970 (1) ·
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2014 (1)
101 (1) ·
10750 (1) ·
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16000 (1) ·
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3850 (1) ·
40500 (1) ·
62000 (1) ·
640 (1) ·
6900 (1) ·
7150 (1) ·
7161 (1) ·
7300 (1) ·
76000 (1) ·
8145 (1) ·
85750 (1) ·
9150 (1) ·
9700 (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
107570 (1) ·
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1390 (1) ·
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148776 (1) ·
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200 (1) ·
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39905 (1) ·
409460 (1) ·
5205 (1) ·
58990 (1) ·
59858 (1) ·
6680 (1) ·
70268 (1) ·
731 (1)
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