Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
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) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'I-95 NB ' (1) ·
'MINUTE MAID RD 165' (1) ·
'NB I-95 (SR-9) ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US 1 ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-1 ' (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) ·
940001 (1) ·
940057 (1) ·
940058 (1) ·
940059 (1) ·
940060 (1) ·
940073 (1) ·
940083 (1) ·
940092 (1) ·
940093 (1) ·
940113 (1) ·
940114 (1)
Location 009:
'.3 m N of Martin Co. line' (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) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'I-95 NB -Lk Washington Rd' (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-528 EB over CR-515 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
27160451 (1) ·
27171853 (1) ·
27172347 (1) ·
27281041 (1) ·
27281279 (1) ·
27281300 (1) ·
27281411 (1) ·
27283927 (1) ·
27283929 (1) ·
27290688 (1) ·
27320060 (1) ·
28043878 (1) ·
28084581 (1) ·
28084584 (1) ·
28212281 (1) ·
28212408 (1) ·
28240428 (1) ·
28240489 (1) ·
28243313 (1) ·
28243314 (1) ·
28243318 (1)
Longitude 017:
80171233 (1) ·
80251481 (1) ·
80251602 (1) ·
80252971 (1) ·
80254109 (1) ·
80263496 (1) ·
80263571 (1) ·
80270210 (1) ·
80270308 (1) ·
80333288 (1) ·
80360835 (1) ·
80363628 (1) ·
80375518 (1) ·
80375608 (1) ·
80375690 (1) ·
80422077 (1) ·
80422180 (1) ·
80430520 (1) ·
80430569 (1) ·
80444559 (1) ·
80444580 (1)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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)
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)
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 21 results in range #1 to #21.
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