Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'Dirksen Drive ' (1) ·
'FEC Railroad ' (1) ·
'FECRR ' (1) ·
'Halifax River ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'ICWW ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Padgett Creek ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 710 & SCL RR ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'WPB CANAL C-51 ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'CR-707(Citrus Ave)' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-44 ' (1) ·
'SR-518 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SUMMIT BLVD ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
SR-518 (1)
Number 008:
700012 (1) ·
700183 (1) ·
700184 (1) ·
700203 (1) ·
790042 (1) ·
790077 (1) ·
790078 (1) ·
790147 (1) ·
790148 (1) ·
790152 (1) ·
790941 (1) ·
880077 (1) ·
890082 (1) ·
890085 (1) ·
930004 (1) ·
930159 (1) ·
930239 (1) ·
930269 (1) ·
934201 (1) ·
940047 (1) ·
940094 (1)
Location 009:
'0.4 Mi. W of SR-A1A ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26395767 (1) ·
26465867 (1) ·
26474455 (1) ·
26495569 (1) ·
26554196 (1) ·
27033219 (1) ·
27102733 (1) ·
27263922 (1) ·
27272767 (1) ·
27375640 (1) ·
28015978 (1) ·
28075792 (1) ·
28081497 (1) ·
28370979 (1) ·
28520804 (1) ·
28521781 (1) ·
29012564 (1) ·
29083964 (1) ·
29085374 (1) ·
29154558 (1) ·
29154580 (1)
Longitude 017:
80025351 (1) ·
80033671 (1) ·
80042609 (1) ·
80075399 (1) ·
80090356 (1) ·
80142789 (1) ·
80184796 (1) ·
80190872 (1) ·
80192646 (1) ·
80221680 (1) ·
80344732 (1) ·
80360766 (1) ·
80370269 (1) ·
80483851 (1) ·
80550332 (1) ·
80583172 (1) ·
80590233 (1) ·
81070414 (1) ·
81070520 (1) ·
81170430 (1) ·
81171026 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
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