Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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.
'C-51 CANAL ' (1) ·
'Canal C-46 ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-2 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'KELLER CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'Sebastian Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-9 (I-95) ' (1) ·
I-95 (1)
'Babcock Street ' (1) ·
'Bay Drive ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CENTER DRIVE ' (1) ·
'CR-4139 ' (1) ·
'Eldron Blvd. ' (1) ·
'Fay Blvd. ' (1) ·
'FLYING COW ROAD ' (1) ·
'Graham Road ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HOOD RD 110.944 ' (1) ·
'HORSESHOE POINT RD' (1) ·
'LAKERIDGE BLVD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'PALMWOOD ROAD ' (1) ·
'Pioneer Road ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
Micco Rd. (1)
700157 (1) ·
704042 (1) ·
704161 (1) ·
705917 (1) ·
790212 (1) ·
885811 (1) ·
890101 (1) ·
930441 (1) ·
934136 (1) ·
934292 (1) ·
934357 (1) ·
934468 (1) ·
934469 (1) ·
934721 (1) ·
934904 (1) ·
934927 (1) ·
935750 (1) ·
937366 (1) ·
940100 (1)
'0.1 Mile West of A1A ' (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) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (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) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT SR-80 ' (1) ·
'CR-4139 over I-4 ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
1.9MI E of Babcock St. (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)
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)
Showing below up to 19 results in range #1 to #19.
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