Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12116 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'Belvedere Road ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Creek ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'Elbow Creek ' (1) ·
'Frazier Creek ' (1) ·
'Halifax River ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'ICWW ' (1) ·
'Indian River Relief ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'Kellers Canal ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'SR-68 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'Tillman Canal ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CR-717 ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Gateway Blvd. ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'Linton Blvd. ' (1) ·
'MARINA BLVD. ' (1) ·
'Minton Road CR-509' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-518 ' (1) ·
'SR-60 ' (1) ·
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'SR802 (Lake Worth)' (1) ·
'SR806 Atlantic Ave' (1) ·
'US-1 ' (1) ·
'VETERANS WALK ' (1) ·
'Woolbright Road ' (1)
Number 008:
700007 (1) ·
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700183 (1) ·
704075 (1) ·
790147 (1) ·
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940102 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'.4mi. East of Congress ' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'300' E of FL Turnpike ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'I 95 Exit 56 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Just North of SR70 on I95' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
Latitude 016:
26195136 (1) ·
26262244 (1) ·
26270705 (1) ·
26271298 (1) ·
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26325823 (1) ·
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28072700 (1) ·
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29083964 (1) ·
29095886 (1)
Longitude 017:
80035422 (1) ·
80035976 (1) ·
80040125 (1) ·
80040535 (1) ·
80041000 (1) ·
80041914 (1) ·
80041990 (1) ·
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80055081 (1) ·
80075116 (1) ·
80101847 (1) ·
80115706 (1) ·
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80152514 (1) ·
80220390 (1) ·
80225301 (1) ·
80231716 (1) ·
80233690 (1) ·
80233991 (1) ·
80255073 (1) ·
80274430 (1) ·
80360766 (1) ·
80374336 (1) ·
80375049 (1) ·
80391185 (1) ·
80401977 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
80590233 (1) ·
81091698 (1)
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)
Culvert 062:
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 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)
Future 114:
Clearance 116:
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