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:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'Callalisa Creek ' (1) ·
'CANAL C-24 ' (1) ·
'Creek ' (1) ·
'E-1 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'L-19 Canal ' (1) ·
'L-6 Canal ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'Summit Boulevard ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CR-717 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'HYPOLUXO RD. ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'MARINA BLVD. ' (1) ·
'MILITARY TRAIL ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-44 ' (1) ·
'SR-807 Congress Av' (1) ·
'VETERANS WALK ' (1)
Number 008:
790151 (1) ·
790801 (1) ·
884038 (1) ·
884047 (1) ·
885808 (1) ·
930072 (1) ·
930172 (1) ·
930291 (1) ·
930333 (1) ·
930336 (1) ·
930466 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934126 (1) ·
934273 (1) ·
934318 (1) ·
934344 (1) ·
934943 (1) ·
935508 (1) ·
945272 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'SR-44 - Callalisa Creek ' (1)
Latitude 016:
26195136 (1) ·
26222497 (1) ·
26270705 (1) ·
26290520 (1) ·
26342018 (1) ·
26342300 (1) ·
26354162 (1) ·
26361307 (1) ·
26394300 (1) ·
26395750 (1) ·
26404140 (1) ·
26421986 (1) ·
26461960 (1) ·
26502290 (1) ·
26562485 (1) ·
27155561 (1) ·
27335447 (1) ·
27385354 (1) ·
27421622 (1) ·
29014444 (1) ·
29095886 (1)
Longitude 017:
80041600 (1) ·
80041914 (1) ·
80044906 (1) ·
80051800 (1) ·
80054725 (1) ·
80054787 (1) ·
80060655 (1) ·
80065069 (1) ·
80084271 (1) ·
80100849 (1) ·
80120923 (1) ·
80220390 (1) ·
80221826 (1) ·
80255073 (1) ·
80274430 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
80541414 (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) ·
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)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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