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:
Features 006a:
Critical 006b:
Facility 007:
'HOOD RD 110.944 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 91.26 ' (1)
Number 008:
930239 (1) ·
930241 (1) ·
930441 (1) ·
930447 (1) ·
931001 (1) ·
931002 (1) ·
931003 (1) ·
931004 (1) ·
931011 (1) ·
931012 (1) ·
940121 (1) ·
940135 (1)
Location 009:
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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: (Click arrow to add another value)
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:
10250 (1) ·
10844 (1) ·
133595 (1) ·
136198 (1) ·
23596 (1) ·
2950 (1) ·
34960 (1) ·
68099 (1) ·
77034 (1) ·
82412 (1)
Future Year 115:
Clearance 116:
Showing below up to 12 results in range #1 to #12.
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