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:
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Casa Mar Dr ' (1) ·
'E3-canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I-95 ' (1) ·
'L-14 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'North Relief Canal ' (1) ·
'Okeechobee Waterway ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turnpike (SR-91) ' (1)
'16th Street ' (1) ·
'33rd Street ' (1) ·
'45th Street CR-702' (1) ·
'49th St Lindsey Rd' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'Benoist Farms Rd ' (1) ·
'CAMINO REAL ' (1) ·
'CR-4009 ' (1) ·
'CR-512 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Dunn Avenue ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Island Way ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Lyons Rd ' (1) ·
'Melaleuca Lane ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'Riverbend Park Rd ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'West Farms Road ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
'0.1 MI West of SR-76 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
0 (1) ·
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24000 (1) ·
25000 (1) ·
27000 (1) ·
33000 (1) ·
35500 (1) ·
36000 (1) ·
36794 (1) ·
4200 (1) ·
480 (1) ·
500 (1) ·
5760 (1) ·
6042 (1) ·
7200 (1) ·
7263 (1) ·
910 (1) ·
9500 (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 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) ·
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)
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580 (1) ·
61593 (1) ·
62283 (1) ·
62460 (1) ·
625 (1) ·
73000 (1) ·
8788 (1)
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