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:
'Bear Wildlife Crossing ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-54 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer Wildlife Crossing ' (1) ·
'Dirksen Drive ' (1) ·
'E-1-E CANAL ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'Lateral A Canal ' (1) ·
'M CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Padgett Creek ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SIMS CREEK ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'ST LUCIE CANAL ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
'WB SR 80 ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'CENTER STREET ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'HATTON HIGHWAY ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 807 ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'PARK AVE. W. ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB SR 807 ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 400 WB ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-400 ' (1) ·
'SR-714 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB SR808 Glades Rd' (1) ·
I-95 SB (1)
Number 008:
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'800 ft West of I 95 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'Buffer Preserve Drive ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (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) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
Longitude 017:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
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 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) ·
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)
Future 114:
Clearance 116:
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