Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15137 (1) ·
15163 (1) ·
15168 (1) ·
15169 (1) ·
15171 (1) ·
15172 (1) ·
15173 (1) ·
15274 (1) ·
15275 (1) ·
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15291 (1) ·
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15759 (1) ·
15766 (1) ·
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15942 (1) ·
15947 (1) ·
15948 (1) ·
15951 (1) ·
15957 (1) ·
15958 (1) ·
15960 (1) ·
18769 (1) ·
19459 (1) ·
19460 (1) ·
19461 (1) ·
19464 (1) ·
19465 (1) ·
19466 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Creek ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'JOANN CANAL ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TIDAL CANAL ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CORAL DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-717 ' (1) ·
'CR-880 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'HURON WAY ' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SIMARA STREET ' (1) ·
'SW 22ND WAY ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
790801 (1) ·
880044 (1) ·
884019 (1) ·
884027 (1) ·
884028 (1) ·
884038 (1) ·
884039 (1) ·
884047 (1) ·
894019 (1) ·
894021 (1) ·
894048 (1) ·
895504 (1) ·
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935900 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'CR-615 (66TH AVE.) ' (1)
Latitude 016:
26195649 (1) ·
26200070 (1) ·
26200200 (1) ·
26202775 (1) ·
26202815 (1) ·
26235789 (1) ·
26264610 (1) ·
26270705 (1) ·
26290520 (1) ·
26302557 (1) ·
26315252 (1) ·
26315259 (1) ·
26342300 (1) ·
26354162 (1) ·
26410771 (1) ·
26421986 (1) ·
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27431010 (1) ·
27431016 (1) ·
27445538 (1) ·
27481770 (1) ·
29095886 (1)
Longitude 017:
80040020 (1) ·
80041914 (1) ·
80044341 (1) ·
80050093 (1) ·
80050590 (1) ·
80054787 (1) ·
80054881 (1) ·
80054885 (1) ·
80065384 (1) ·
80081246 (1) ·
80112090 (1) ·
80142587 (1) ·
80232057 (1) ·
80255073 (1) ·
80274275 (1) ·
80274430 (1) ·
80284193 (1) ·
80285095 (1) ·
80291224 (1) ·
80301990 (1) ·
80324800 (1) ·
80380610 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
80462658 (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)
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)
Future 114:
Clearance 116:
Showing below up to 29 results in range #1 to #29.
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