Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15222 (1) ·
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County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-17 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-30 CANAL ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'SR-91 Turnpike ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Thompson River ' (1)
Critical 006b:
Facility 007:
'E/B S.R. 704 ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB SR 704 ' (1) ·
'EB SR-710 ' (1) ·
'Loxahatchee Slough' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'Northlake Blvd. EB' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SR 710 ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Okee. Blvd. ' (1) ·
'WB SR-710 ' (1)
Number 008:
890090 (1) ·
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Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-80 & Military Trail ' (1)
Latitude 016:
26252770 (1) ·
26252771 (1) ·
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26500886 (1) ·
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27004322 (1) ·
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27034414 (1) ·
27052013 (1)
Longitude 017:
80024000 (1) ·
80025300 (1) ·
80043087 (1) ·
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80050893 (1) ·
80050894 (1) ·
80053100 (1) ·
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80103494 (1) ·
80103501 (1) ·
80112928 (1) ·
80144324 (1) ·
80144509 (1) ·
80271724 (1) ·
80271798 (1) ·
80315267 (1) ·
80341739 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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:
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:
Clearance 116:
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