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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'FECRR ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'ORANGE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St Johns River Relief ' (1) ·
'Turkey Creek ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'Briar Creek Blvd. ' (1) ·
'CENTER DR. ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-92 WB ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Magnolia Avenue ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SR-40 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-415 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SW 18th STREET EB ' (1) ·
'US-441 SR-15 ' (1)
Number 008:
700002 (1) ·
700014 (1) ·
700103 (1) ·
700108 (1) ·
705500 (1) ·
790018 (1) ·
790019 (1) ·
790029 (1) ·
790034 (1) ·
790053 (1) ·
794015 (1) ·
794121 (1) ·
890103 (1) ·
894029 (1) ·
934240 (1) ·
934328 (1) ·
934350 (1) ·
934482 (1) ·
934900 (1) ·
934950 (1) ·
940076 (1) ·
940082 (1) ·
940951 (1)
Location 009:
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'US-441 and SR-76 ' (1)
Latitude 016:
26195472 (1) ·
26260295 (1) ·
26322054 (1) ·
26360890 (1) ·
26374169 (1) ·
26422645 (1) ·
26590720 (1) ·
27024321 (1) ·
27154501 (1) ·
27224619 (1) ·
27224640 (1) ·
28003795 (1) ·
28240078 (1) ·
28240145 (1) ·
28313962 (1) ·
28314033 (1) ·
28423852 (1) ·
28555594 (1) ·
28571848 (1) ·
29031702 (1) ·
29123848 (1) ·
29133602 (1) ·
29142807 (1)
Longitude 017:
80051026 (1) ·
80055723 (1) ·
80074380 (1) ·
80095067 (1) ·
80121445 (1) ·
80184167 (1) ·
80210806 (1) ·
80222157 (1) ·
80231097 (1) ·
80231141 (1) ·
80355219 (1) ·
80370127 (1) ·
80451035 (1) ·
80451074 (1) ·
80472690 (1) ·
80472715 (1) ·
81010311 (1) ·
81012278 (1) ·
81063625 (1) ·
81134830 (1) ·
81152780 (1) ·
81183972 (1) ·
81184073 (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: (Click arrow to add another value)
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:
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