Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a: (Click arrow to add another value)
Critical 006b:
Facility 007:
'Blue Heron Blvd. ' (1) ·
'CR-880 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'US27 SR-25 & 80 ' (1)
Number 008:
794123 (1) ·
880069 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890077 (1) ·
890078 (1) ·
890106 (1) ·
890130 (1) ·
890131 (1) ·
890141 (1) ·
890142 (1) ·
930054 (1) ·
930121 (1) ·
930146 (1) ·
930190 (1) ·
930351 (1) ·
930523 (1) ·
930910 (1) ·
931005 (1) ·
940104 (1) ·
940105 (1) ·
941000 (1)
Location 009:
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'800 ft. S of SR 704 Exit ' (1)
Latitude 016:
26404133 (1) ·
26404182 (1) ·
26410696 (1) ·
26420100 (1) ·
26433815 (1) ·
26465191 (1) ·
26490899 (1) ·
26500886 (1) ·
26591077 (1) ·
27011358 (1) ·
27012706 (1) ·
27014124 (1) ·
27022544 (1) ·
27030195 (1) ·
27033218 (1) ·
27033286 (1) ·
27034414 (1) ·
27041173 (1) ·
27043856 (1) ·
27173677 (1) ·
27173720 (1) ·
27204218 (1) ·
27422555 (1) ·
29211227 (1)
Longitude 017:
80041855 (1) ·
80044300 (1) ·
80075078 (1) ·
80094590 (1) ·
80111971 (1) ·
80112928 (1) ·
80134794 (1) ·
80141809 (1) ·
80142079 (1) ·
80142184 (1) ·
80142213 (1) ·
80144523 (1) ·
80145730 (1) ·
80221024 (1) ·
80221116 (1) ·
80222725 (1) ·
80244814 (1) ·
80260193 (1) ·
80270492 (1) ·
80303079 (1) ·
80315267 (1) ·
80323057 (1) ·
80510902 (1) ·
81060905 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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:
Deck Type 107:
Scour 113:
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 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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