Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-17 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2 Canal ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L30 Canal ' (1) ·
'M CANAL ' (1) ·
'SIMS CREEK ' (1) ·
'ST. LUCIE RIVER ' (1)
Critical 006b:
Facility 007:
'10TH AVE. NORTH ' (1) ·
'12th Street ' (1) ·
'16TH ST ' (1) ·
'16th St/College Ln' (1) ·
'1st St SW ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Benoist Farms Rd ' (1) ·
'CENTER STREET ' (1) ·
'Congress Avenue ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Hagen Ranch Road ' (1) ·
'Hatton Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LYONS ROAD ' (1) ·
'PIONEER ROAD ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SEMINOLE/PRATTWHT.' (1)
Number 008:
884066 (1) ·
884069 (1) ·
884073 (1) ·
884074 (1) ·
884075 (1) ·
884084 (1) ·
884100 (1) ·
884101 (1) ·
884103 (1) ·
930107 (1) ·
930528 (1) ·
934116 (1) ·
934146 (1) ·
934147 (1) ·
934151 (1) ·
934221 (1) ·
934347 (1) ·
934403 (1) ·
934552 (1) ·
934711 (1) ·
934731 (1) ·
934914 (1) ·
934958 (1) ·
944011 (1) ·
944012 (1)
Location 009:
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1)
Latitude 016:
26200974 (1) ·
26290179 (1) ·
26321988 (1) ·
26350275 (1) ·
26374144 (1) ·
26401668 (1) ·
26404400 (1) ·
26404575 (1) ·
26424000 (1) ·
26424967 (1) ·
26455392 (1) ·
26485165 (1) ·
26562633 (1) ·
26562955 (1) ·
27192572 (1) ·
27193001 (1) ·
27354128 (1) ·
27360764 (1) ·
27363390 (1) ·
27372705 (1) ·
27375405 (1) ·
27375420 (1) ·
27391280 (1) ·
27393890 (1) ·
27405750 (1)
Longitude 017:
80023162 (1) ·
80042484 (1) ·
80044229 (1) ·
80050018 (1) ·
80062363 (1) ·
80070561 (1) ·
80071243 (1) ·
80094882 (1) ·
80102700 (1) ·
80110316 (1) ·
80115311 (1) ·
80120806 (1) ·
80182538 (1) ·
80195964 (1) ·
80200618 (1) ·
80264781 (1) ·
80264806 (1) ·
80264867 (1) ·
80264892 (1) ·
80264917 (1) ·
80274550 (1) ·
80274600 (1) ·
80274650 (1) ·
80274700 (1) ·
80331600 (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:
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:
Showing below up to 25 results in range #1 to #25.
