Drilldown: bridge data
From Indian River Lagoon Project
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- 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.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'4th St. and Canal D ' (1) ·
'Angle Rd - Belcher Canal' (1) ·
'ANGLE RD & BELCHER CANAL' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Bear Wildlife Crossing ' (1) ·
'CANAL L-20 ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR-515 & Indian River ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Habitat Connectivity ' (1) ·
'HOWARD CREEK ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Lantana Road ' (1) ·
'None ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-76 & St. Lucie Canal ' (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:
'6 Ave S to NB I-95' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'Lantana to I 95 SB' (1) ·
'MINUTE MAID RD 165' (1) ·
'NB I 95 to Gateway' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SB US 1 ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-400 ' (1) ·
'SR-401 SB ' (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) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-441 SR-15 ' (1) ·
I-95 SB (1)
Number 008:
Location 009:
'.3 m N of Martin Co. line' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.0 mi S of SR-60 ' (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) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (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) ·
'Lantana I 95 Interchange ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'US-441 and SR-76 ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
26280900 (1) ·
26325800 (1) ·
26341790 (1) ·
26342200 (1) ·
26351210 (1) ·
26351625 (1) ·
26363990 (1) ·
26364054 (1) ·
26404472 (1) ·
26590720 (1) ·
27160451 (1) ·
27171853 (1) ·
27172347 (1) ·
27281041 (1) ·
27281279 (1) ·
27281300 (1) ·
27281411 (1) ·
27283927 (1) ·
27283929 (1) ·
27290688 (1) ·
27363540 (1) ·
28084581 (1) ·
28084584 (1) ·
28212281 (1) ·
28212408 (1) ·
28240428 (1) ·
28240489 (1) ·
28243313 (1) ·
28243314 (1) ·
28500676 (1) ·
28500808 (1) ·
29043800 (1) ·
29043900 (1) ·
29060018 (1) ·
29060200 (1) ·
29064300 (1) ·
29153158 (1) ·
29153216 (1)
Longitude 017:
80040610 (1) ·
80040879 (1) ·
80041025 (1) ·
80041140 (1) ·
80041145 (1) ·
80041200 (1) ·
80052100 (1) ·
80052215 (1) ·
80095982 (1) ·
80171233 (1) ·
80251481 (1) ·
80251602 (1) ·
80252971 (1) ·
80254109 (1) ·
80263496 (1) ·
80263571 (1) ·
80270210 (1) ·
80270308 (1) ·
80304170 (1) ·
80333288 (1) ·
80370127 (1) ·
80375608 (1) ·
80375690 (1) ·
80422077 (1) ·
80422180 (1) ·
80430520 (1) ·
80430569 (1) ·
80444559 (1) ·
80444580 (1) ·
81083200 (1) ·
81083300 (1) ·
81091400 (1) ·
81091401 (1) ·
81103100 (1) ·
81103200 (1) ·
81110743 (1) ·
81110777 (1) ·
81190878 (1) ·
81191063 (1)
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
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:
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:
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 (including piles) on dry land well above flood water elevations. (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 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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 40 results in range #1 to #40.
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