Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-54 Canal ' (1) ·
'Dirksen Drive ' (1) ·
'E-1-E CANAL ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'Padgett Creek ' (1) ·
'SR-524 ' (1) ·
'SR-76 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'US-1 ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'10TH AVE. NORTH ' (1) ·
'49th St Lindsey Rd' (1) ·
'CR-611 (45th ST.) ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PIONEER ROAD ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-714 ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'WB SR808 Glades Rd' (1) ·
I-95 SB (1)
Number 008:
700054 (1) ·
700128 (1) ·
700231 (1) ·
700237 (1) ·
790042 (1) ·
790083 (1) ·
790941 (1) ·
880103 (1) ·
880104 (1) ·
884102 (1) ·
884103 (1) ·
890121 (1) ·
890122 (1) ·
890129 (1) ·
890159 (1) ·
930107 (1) ·
930246 (1) ·
930247 (1) ·
930248 (1) ·
934151 (1) ·
934221 (1) ·
934347 (1) ·
934403 (1) ·
934914 (1)
Location 009:
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'800 ft West of I 95 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
26200974 (1) ·
26220525 (1) ·
26220535 (1) ·
26220625 (1) ·
26321988 (1) ·
26350275 (1) ·
26374144 (1) ·
26401668 (1) ·
26455392 (1) ·
27063191 (1) ·
27072925 (1) ·
27073032 (1) ·
27094100 (1) ·
27332870 (1) ·
27332944 (1) ·
27403120 (1) ·
27405750 (1) ·
27493308 (1) ·
27493726 (1) ·
28222787 (1) ·
28222835 (1) ·
28520804 (1) ·
28521781 (1) ·
29200900 (1)
Longitude 017:
80023162 (1) ·
80044229 (1) ·
80062363 (1) ·
80070620 (1) ·
80070650 (1) ·
80071550 (1) ·
80115311 (1) ·
80120806 (1) ·
80153917 (1) ·
80164549 (1) ·
80164845 (1) ·
80181600 (1) ·
80182538 (1) ·
80220651 (1) ·
80220740 (1) ·
80274550 (1) ·
80274570 (1) ·
80332921 (1) ·
80333306 (1) ·
80481496 (1) ·
80481590 (1) ·
81075150 (1) ·
81170430 (1) ·
81171026 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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 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:
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 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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