Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
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'HILLSBORO CANAL L-14 ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Nova Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-406 ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'97 TH STREET ' (1) ·
'A1A ' (1) ·
'AVENUE OF PGA ' (1) ·
'CENTRAL BLVD ' (1) ·
'Congress Ave. ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'FOREST HILL BLVD. ' (1) ·
'HICKORY DRIVE ' (1) ·
'I-95 NB ' (1) ·
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'Kings Highway ' (1) ·
'LARCH AVE ' (1) ·
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'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
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'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'US1(SR5) ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1) ·
'Woodcliff Drive ' (1)
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Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT 141st ST ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1)
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Longitude 017:
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Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
106 (1) ·
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34244 (1) ·
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40500 (1) ·
440 (1) ·
47500 (1) ·
4800 (1) ·
5500 (1) ·
5900 (1) ·
600 (1) ·
630 (1)
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)
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:
Rebuilt 106:
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
10236 (1) ·
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126 (1) ·
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174 (1) ·
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22989 (1) ·
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23423 (1) ·
24000 (1) ·
27066 (1) ·
28194 (1) ·
33832 (1) ·
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34700 (1) ·
39038 (1) ·
3994 (1) ·
44197 (1) ·
5639 (1) ·
58990 (1) ·
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62460 (1) ·
6940 (1) ·
70268 (1) ·
763 (1) ·
82412 (1) ·
8328 (1) ·
9543 (1)
Clearance 116:
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