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:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-2 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 (SR-9) ' (1) ·
'KELLER CANAL ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RELIEF CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SLOUGH ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR 91 TPK ' (1)
'6 Ave S to NB I-95' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CENTER DRIVE ' (1) ·
'EB SR-710 ' (1) ·
'FLYING COW ROAD ' (1) ·
'GRANDVIEW WAY ' (1) ·
'Haverhill Rd ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'INDIANTOWN RD. ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'Pioneer Road ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'US98&441 SR700&15' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR-710 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
'.3 mi N of SR 706 ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.85 mile South of Linton' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'At John Stretch Park ' (1) ·
'AT SR-80 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'S of Southrn/Haverhll Int' (1)
Latitude 016:
Longitude 017:
1000 (1) ·
10000 (1) ·
10500 (1) ·
13500 (1) ·
14000 (1) ·
16000 (1) ·
17500 (1) ·
23000 (1) ·
25000 (1) ·
27233 (1) ·
300 (1) ·
318 (1) ·
3200 (1) ·
4300 (1) ·
4800 (1) ·
5200 (1) ·
5300 (1) ·
5850 (1) ·
6000 (1) ·
625 (1) ·
6540 (1) ·
6900 (1) ·
7000 (1) ·
7150 (1) ·
748 (1) ·
7500 (1) ·
76000 (1) ·
800 (1) ·
9450 (1) ·
978 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
10150 (1) ·
10250 (1) ·
1041 (1) ·
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1174 (1) ·
11972 (1) ·
12405 (1) ·
1249 (1) ·
13012 (1) ·
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16396 (1) ·
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17350 (1) ·
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24290 (1) ·
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30362 (1) ·
39905 (1) ·
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47249 (1) ·
500 (1) ·
521 (1) ·
5552 (1) ·
7460 (1) ·
8175 (1) ·
8328 (1) ·
8675 (1) ·
9196 (1) ·
960 (1)
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