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-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Okeechobee Waterway ' (1) ·
'Spruce Creek ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1)
'Apollo Boulevard ' (1) ·
'Benoist Farms Rd ' (1) ·
'CR-4009 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-714 Indian St. ' (1) ·
'Island Way ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Spanish River Blvd' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 96.55' (1)
705604 (1) ·
794193 (1) ·
884071 (1) ·
890110 (1) ·
890111 (1) ·
890121 (1) ·
890122 (1) ·
894062 (1) ·
930239 (1) ·
930241 (1) ·
930447 (1) ·
934177 (1) ·
934711 (1) ·
935222 (1)
'0.1 MI West of SR-76 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-613 ' (1) ·
'Benoist Farms Rd at SR-80' (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 14 results in range #1 to #14.
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