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:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'NB I-95 ( SR-9 ) ' (1) ·
'Okeechobee Rd. ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR-401 SB ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1)
Number 008:
700030 (1) ·
890079 (1) ·
930235 (1) ·
930239 (1) ·
930241 (1) ·
930299 (1) ·
930382 (1) ·
930383 (1) ·
931001 (1) ·
940028 (1) ·
940049 (1) ·
940082 (1)
Location 009:
'0.2 MI S OF MARTIN CO LIN' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 miles east of I-95 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'SR-401 SB - Barge Canal ' (1)
Latitude 016:
Longitude 017:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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:
10236 (1) ·
119194 (1) ·
123619 (1) ·
136198 (1) ·
22555 (1) ·
42189 (1) ·
45110 (1) ·
77034 (1) ·
82412 (1)
Clearance 116:
Showing below up to 12 results in range #1 to #12.
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