Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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12128 (1) ·
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19533 (1)
'Banana River ' (1) ·
'CANAL ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'E-1 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'N CANAL ' (1) ·
'North Relief Canal ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Samsula Canal ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR-401 ' (1) ·
'SR-528 ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
I-95 (1) ·
SR-401 (1)
'BROWNS FARM/CR-827' (1) ·
'Cow Creek Road ' (1) ·
'DAVIS ROAD ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HOLLY DRIVE ' (1) ·
'Hunting Camp Road ' (1) ·
'Hypoluxo to SB I95' (1) ·
'INLET CAY DR. ' (1) ·
'ISLAND DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MAPP RD ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'Samsula Drive ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'US-92 EB ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'Williams Road ' (1) ·
Grant Rd. (1) ·
Overpass Ramp (1)
700028 (1) ·
700085 (1) ·
700133 (1) ·
700140 (1) ·
700158 (1) ·
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705603 (1) ·
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937000 (1) ·
937002 (1) ·
937202 (1) ·
937354 (1)
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
0.7 Mile N of SR-528 (1) ·
1.3 Mi. East of CR-507 (1)
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81052615 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
11798 (1) ·
11958 (1) ·
121 (1) ·
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1388 (1) ·
1500 (1) ·
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174 (1) ·
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22555 (1) ·
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250 (1) ·
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3296 (1) ·
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342 (1) ·
3494 (1) ·
3750 (1) ·
52 (1) ·
5398 (1) ·
600 (1) ·
6000 (1) ·
719 (1) ·
720 (1) ·
91 (1)
Showing below up to 33 results in range #1 to #33.