Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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.
12146 (1) ·
12176 (1) ·
12179 (1) ·
12180 (1) ·
12208 (1) ·
12265 (1) ·
12266 (1) ·
12286 (1) ·
13692 (1) ·
13787 (1) ·
13788 (1) ·
13791 (1) ·
13794 (1) ·
13798 (1) ·
13799 (1) ·
15144 (1) ·
15189 (1) ·
15202 (1) ·
15870 (1) ·
15974 (1) ·
15983 (1) ·
15992 (1) ·
15993 (1) ·
15994 (1) ·
17911 (1) ·
19382 (1) ·
19493 (1)
'Banana River Drive ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'Bulow Creek ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CR-515 & Indian River ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'F.E.C. Railroad ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-401 ' (1) ·
'SR-513 ' (1) ·
'Sykes Creek ' (1) ·
'Turnbull Creek ' (1)
'BOB W RD 130TH ST.' (1) ·
'CR-4118 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Hurley Blvd ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Main Street ' (1) ·
'Maytown Road ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-404 EB ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR704 to SB I95' (1)
700074 (1) ·
700109 (1) ·
700112 (1) ·
700113 (1) ·
700149 (1) ·
704150 (1) ·
704151 (1) ·
704203 (1) ·
705919 (1) ·
790066 (1) ·
794117 (1) ·
794118 (1) ·
794122 (1) ·
794126 (1) ·
794139 (1) ·
794141 (1) ·
880053 (1) ·
885601 (1) ·
890015 (1) ·
930469 (1) ·
934299 (1) ·
934488 (1) ·
937001 (1) ·
937352 (1) ·
937361 (1) ·
937362 (1) ·
937363 (1)
'0.15 mi East of Bay Drive' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.7Mi. N of SR-44 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'At Lake Washington Rd ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 WB - SR-401 ' (1)
26290151 (1) ·
26405650 (1) ·
26422570 (1) ·
26423784 (1) ·
26423785 (1) ·
26435320 (1) ·
26435409 (1) ·
26490539 (1) ·
27020590 (1) ·
27453074 (1) ·
27453510 (1) ·
27591529 (1) ·
28031126 (1) ·
28031144 (1) ·
28085200 (1) ·
28124563 (1) ·
28240428 (1) ·
28241813 (1) ·
28241875 (1) ·
28241991 (1) ·
28504614 (1) ·
28504680 (1) ·
29013457 (1) ·
29025129 (1) ·
29030188 (1) ·
29063307 (1) ·
29242747 (1)
80043790 (1) ·
80052354 (1) ·
80121591 (1) ·
80133989 (1) ·
80134000 (1) ·
80134407 (1) ·
80134460 (1) ·
80170170 (1) ·
80241142 (1) ·
80250470 (1) ·
80290638 (1) ·
80353497 (1) ·
80353508 (1) ·
80362349 (1) ·
80375564 (1) ·
80394909 (1) ·
80413925 (1) ·
80424100 (1) ·
80424640 (1) ·
80444559 (1) ·
80572813 (1) ·
80581706 (1) ·
81002535 (1) ·
81024737 (1) ·
81044532 (1) ·
81060638 (1) ·
81071865 (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) ·
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Showing below up to 27 results in range #1 to #27.