Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Burns Road ' (1) ·
'DANFORTH CREEK ' (1) ·
'FL TPK (SR-91) ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'Military Trail ' (1) ·
'Rowland Canal ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR786 I95 I95 Ramps ' (1)
Critical 006b:
Facility 007:
'Central Blvd ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'I 95 SR 9 ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NW 2ND ST ' (1) ·
'Roebuck Road ' (1) ·
'SR786 WB to SB I95' (1) ·
'WB 706 To SB I-95 ' (1) ·
'West Farms Road ' (1)
Number 008:
890119 (1) ·
894038 (1) ·
894056 (1) ·
930360 (1) ·
930375 (1) ·
930376 (1) ·
930378 (1) ·
930379 (1) ·
930381 (1) ·
930388 (1) ·
930419 (1) ·
930521 (1) ·
934283 (1) ·
934966 (1) ·
934967 (1) ·
934968 (1) ·
934969 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.6MI South of CR-714 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
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:
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:
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 not over waterway. (1)
Future 114:
131860 (1) ·
148776 (1) ·
1730 (1) ·
174 (1) ·
22555 (1) ·
23423 (1) ·
24776 (1) ·
25813 (1) ·
26546 (1) ·
278468 (1) ·
28275 (1) ·
288 (1) ·
3994 (1) ·
82412 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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