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:
'BOYNTON CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'C-104 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-14 ' (1) ·
'Cypress Creek ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-2W Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FIVE MILE CREEK ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'L-38 CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'M CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'Sykes Creek ' (1) ·
'TEN MILE CREEK ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Addison Canal (1) ·
Horse Creek (1)
'36TH STREET ' (1) ·
'Babcock Street ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'DUNN ROAD ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'HAVERHILL ROAD ' (1) ·
'I 95 SR 9 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JEANNE AVE ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'JORGENSEN RD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'MERCER AVE ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'PALMETTO PK RD ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Sea Ray Drive ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'US98&441 SR700&15' (1) ·
'W. CAMINO REAL ' (1) ·
'W/B Atlantic Ave ' (1) ·
'WESTMORELAND BLVD ' (1) ·
I-95 (1) ·
US-1 (1)
Number 008:
'.75 miles South of SR-882' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.5 miles North of SR-706' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
I-95 over Addison Canal (1) ·
US-1 over Horse Creek (1)
Latitude 016:
Longitude 017:
10600 (1) ·
110 (1) ·
11300 (1) ·
120 (1) ·
1202 (1) ·
13300 (1) ·
14600 (1) ·
15000 (1) ·
15250 (1) ·
15500 (1) ·
2000 (1) ·
220 (1) ·
22000 (1) ·
23000 (1) ·
24000 (1) ·
26000 (1) ·
2993 (1) ·
3000 (1) ·
3200 (1) ·
33000 (1) ·
3500 (1) ·
36500 (1) ·
40500 (1) ·
42500 (1) ·
4700 (1) ·
4800 (1) ·
49000 (1) ·
500 (1) ·
5500 (1) ·
57500 (1) ·
600 (1) ·
6960 (1) ·
7161 (1) ·
76000 (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)
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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)
12424 (1) ·
131860 (1) ·
1390 (1) ·
174 (1) ·
18000 (1) ·
18391 (1) ·
19606 (1) ·
23076 (1) ·
250 (1) ·
25331 (1) ·
26459 (1) ·
26893 (1) ·
30000 (1) ·
3460 (1) ·
3470 (1) ·
3500 (1) ·
38170 (1) ·
39905 (1) ·
41640 (1) ·
45110 (1) ·
5552 (1) ·
57255 (1) ·
6073 (1) ·
63328 (1) ·
70268 (1) ·
7050 (1) ·
73738 (1) ·
8328 (1) ·
8352 (1) ·
850 (1) ·
85015 (1) ·
9625 (1) ·
99763 (1)
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