Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12258 (1) ·
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13746 (1) ·
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County 003:
Place 004:
Features 006a:
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'Berry Avenue ' (1) ·
'Big Tree Road ' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-723 ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'Driveway Ent. Exit' (1) ·
'Lake Harney Road ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'N 13th Street ' (1) ·
'Pace Drive ' (1) ·
'Pinehurst Ave N ' (1) ·
'S. Burnett Rd ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR-5A ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'SUNSET TRAIL ' (1) ·
'Tucker Lane ' (1)
Number 008:
704045 (1) ·
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Location 009:
'0.1 Mile East of A1A ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.2 miles South of SR-520' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.5 Miles South of SR-520' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
26410696 (1) ·
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Longitude 017:
80094590 (1) ·
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81012484 (1) ·
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81013312 (1) ·
81014276 (1) ·
81014315 (1) ·
81014361 (1) ·
81031853 (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:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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 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)
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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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)
Future 114:
Clearance 116:
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