Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'Clint Moore Road ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Palmetto Park Road ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'Clint Moore Road ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'EB SR808 Glades Rd' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NW 13 ST ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 7TH STREET ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PALMETTO PK RD ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-808 Glades Road' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SW 18th Street ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'US-1 (SR-5) ' (1) ·
'W. CAMINO REAL ' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'800 ft West of I 95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'At S Military Trail ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Boca Raton ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just South of Exit 48 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1)
Latitude 016:
Longitude 017:
1000 (1) ·
10000 (1) ·
102500 (1) ·
10500 (1) ·
10600 (1) ·
12000 (1) ·
1500 (1) ·
15000 (1) ·
173000 (1) ·
22000 (1) ·
23500 (1) ·
31000 (1) ·
318 (1) ·
36000 (1) ·
39000 (1) ·
4200 (1) ·
45000 (1) ·
47500 (1) ·
49000 (1) ·
500 (1) ·
55500 (1) ·
57000 (1) ·
62000 (1) ·
6363 (1) ·
6400 (1) ·
90500 (1) ·
9100 (1) ·
98900 (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) ·
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)
10410 (1) ·
107570 (1) ·
1562 (1) ·
157018 (1) ·
15789 (1) ·
171592 (1) ·
17350 (1) ·
177838 (1) ·
18218 (1) ·
18391 (1) ·
2000 (1) ·
2020 (1) ·
20820 (1) ·
208200 (1) ·
21372 (1) ·
2603 (1) ·
300155 (1) ·
38170 (1) ·
40772 (1) ·
521 (1) ·
53785 (1) ·
600 (1) ·
62460 (1) ·
67665 (1) ·
6940 (1) ·
7000 (1) ·
78075 (1) ·
82412 (1) ·
85015 (1) ·
96292 (1) ·
98895 (1)
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