Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Highway - Waterway 
& Channel 061:
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.
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
12115 (1) ·
12121 (1) ·
12130 (1) ·
12131 (1) ·
12142 (1) ·
12176 (1) ·
12184 (1) ·
12187 (1) ·
12197 (1) ·
13741 (1) ·
13744 (1) ·
15607 (1) ·
15629 (1) ·
15749 (1) ·
15823 (1) ·
15824 (1) ·
15888 (1) ·
15889 (1) ·
15890 (1) ·
15902 (1) ·
15903 (1) ·
16007 (1) ·
16035 (1) ·
16045 (1) ·
16049 (1) ·
16054 (1) ·
16055 (1) ·
16070 (1) ·
16071 (1) ·
17854 (1) ·
18737 (1) ·
18738 (1) ·
19386 (1) ·
19470 (1)
County 003:
Place 004:
Route 005d:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'ANGLE RD & BELCHER CANAL' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'CANAL L-20 ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR-515 & Indian River ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'MINUTE MAID RD 165' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 807 ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US 1 ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-430 EB ' (1) ·
'SR-44 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-1 ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1) ·
I-95 SB (1)
Number 008:
700006 (1) ·
700015 (1) ·
700030 (1) ·
700031 (1) ·
700043 (1) ·
700061 (1) ·
700109 (1) ·
700117 (1) ·
700123 (1) ·
700137 (1) ·
790172 (1) ·
790175 (1) ·
790196 (1) ·
790197 (1) ·
930154 (1) ·
930226 (1) ·
930454 (1) ·
930475 (1) ·
931004 (1) ·
934302 (1) ·
934307 (1) ·
934907 (1) ·
934908 (1) ·
934909 (1) ·
934925 (1) ·
934926 (1) ·
940001 (1) ·
940059 (1) ·
940073 (1) ·
940083 (1) ·
940092 (1) ·
940093 (1) ·
940113 (1) ·
940114 (1)
Location 009:
'.3 m N of Martin Co. line' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26210062 (1) ·
26210118 (1) ·
26210242 (1) ·
26231074 (1) ·
26231130 (1) ·
26363334 (1) ·
26363379 (1) ·
26403485 (1) ·
26404472 (1) ·
26560245 (1) ·
27160451 (1) ·
27171853 (1) ·
27172347 (1) ·
27281041 (1) ·
27281300 (1) ·
27281411 (1) ·
27283929 (1) ·
27290688 (1) ·
28043878 (1) ·
28084581 (1) ·
28084584 (1) ·
28212281 (1) ·
28212408 (1) ·
28240428 (1) ·
28240489 (1) ·
28243313 (1) ·
28243314 (1) ·
28243318 (1) ·
28500676 (1) ·
28500808 (1) ·
29021928 (1) ·
29134915 (1)
Longitude 017:
80041209 (1) ·
80041536 (1) ·
80043210 (1) ·
80043911 (1) ·
80043925 (1) ·
80045945 (1) ·
80050063 (1) ·
80095982 (1) ·
80101305 (1) ·
80101307 (1) ·
80101404 (1) ·
80171233 (1) ·
80251481 (1) ·
80251602 (1) ·
80252971 (1) ·
80254109 (1) ·
80263496 (1) ·
80270210 (1) ·
80333288 (1) ·
80360835 (1) ·
80375518 (1) ·
80375608 (1) ·
80375690 (1) ·
80422077 (1) ·
80422180 (1) ·
80430520 (1) ·
80430569 (1) ·
80444559 (1) ·
80444580 (1) ·
80542264 (1) ·
81011854 (1) ·
81190878 (1) ·
81191063 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Future 114:
Clearance 116:
Showing below up to 34 results in range #1 to #34.
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