Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'GARDEN CANAL ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'Lateral H Canal ' (1) ·
'Salerno Creek ' (1) ·
'Troup Indiantown Canal ' (1) ·
'US 92 ' (1) ·
'US-192 ' (1) ·
Addison Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'53rd Street ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. 704 ' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-4 Ramp B ' (1) ·
'I-95 ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Palm Bay Parkway ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR A1A ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-520 WB ' (1) ·
'SR-A1A ' (1) ·
'US-98 SR700 US441 ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'W/B S.R. 704 ' (1) ·
I-95 (1)
Number 008:
700209 (1) ·
700219 (1) ·
700222 (1) ·
700229 (1) ·
704097 (1) ·
704098 (1) ·
705924 (1) ·
790174 (1) ·
790175 (1) ·
790208 (1) ·
790248 (1) ·
884083 (1) ·
894053 (1) ·
894055 (1) ·
930465 (1) ·
930506 (1) ·
930507 (1) ·
934179 (1) ·
935206 (1) ·
935207 (1) ·
940003 (1) ·
940004 (1) ·
940085 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'I-95 over US-192 ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
Latitude 016:
26201913 (1) ·
26202500 (1) ·
26422200 (1) ·
26514900 (1) ·
26563620 (1) ·
27011625 (1) ·
27083630 (1) ·
27205945 (1) ·
27211650 (1) ·
27214720 (1) ·
27412300 (1) ·
28004870 (1) ·
28044400 (1) ·
28134900 (1) ·
28155940 (1) ·
28160000 (1) ·
28212764 (1) ·
28314000 (1) ·
29081300 (1) ·
29083995 (1) ·
29134915 (1) ·
29135230 (1)
Longitude 017:
80024000 (1) ·
80025300 (1) ·
80060114 (1) ·
80060914 (1) ·
80071860 (1) ·
80120030 (1) ·
80143606 (1) ·
80144500 (1) ·
80145640 (1) ·
80251400 (1) ·
80263114 (1) ·
80375380 (1) ·
80385336 (1) ·
80422199 (1) ·
80430700 (1) ·
80434440 (1) ·
80434460 (1) ·
80441510 (1) ·
80510650 (1) ·
81011854 (1) ·
81012071 (1) ·
81070580 (1) ·
81070700 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Future 114:
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