Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'A DRAINAGE CANAL ' (1) ·
'BARBARA BASIN ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'Eau Gallie River ' (1) ·
'ELKCAM CANAL ' (1) ·
'Five Mile Creek ' (1) ·
'Goat Creek ' (1) ·
'HOWARD CREEK ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'Lateral J Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'MANATEE CREEK ' (1) ·
'Milner's Canal ' (1) ·
'Misner Creek ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'Nova Canal ' (1) ·
'Outfall ' (1) ·
'Rockledge Canal ' (1) ·
'Rockledge Creek ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TIDAL CANAL ' (1) ·
'Timothy's Ditch ' (1) ·
Fiske Canal (1)
'10th Street ' (1) ·
'8th Street N ' (1) ·
'AIROSO BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'Berry Avenue ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'Dundas Court ' (1) ·
'Gradick Drive ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB US-1 ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Okeechobee Rd. ' (1) ·
'Pace Drive ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SIMARA STREET ' (1) ·
'SR-40 ' (1) ·
'SR-400 ' (1) ·
'SR-44 ' (1) ·
'Tucker Lane ' (1) ·
'US-92 ' (1) ·
'US-98 US-441 SR-80' (1) ·
'Valkaria Road ' (1) ·
'VENICE DRIVE ' (1) ·
'Wickham Road ' (1) ·
I-95 (1)
Number 008:
'.3m N of Martin Co. line ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2mi. S of Williamson Rd' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.4 Mi S of Grant Rd. ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.6Mi W of US-1 ' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.2 Mi N L.Washington Rd.' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.3 MI N of SR-46 ' (1) ·
'2.4 Mi. S of SR-520 ' (1) ·
'2.45 mi. E of I-4 ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'2.59 mi. E. of I-4 ' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'6.4 MI E of US-17 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1) ·
I-95 at Fiske Blvd. (1)
Latitude 016:
Longitude 017:
1000 (1) ·
102 (1) ·
120 (1) ·
1400 (1) ·
14400 (1) ·
1500 (1) ·
16384 (1) ·
19500 (1) ·
19800 (1) ·
2171 (1) ·
22000 (1) ·
22500 (1) ·
24750 (1) ·
2500 (1) ·
25500 (1) ·
26000 (1) ·
27000 (1) ·
3000 (1) ·
32000 (1) ·
32680 (1) ·
35000 (1) ·
364 (1) ·
42764 (1) ·
4300 (1) ·
500 (1) ·
54 (1) ·
5760 (1) ·
73000 (1) ·
81764 (1) ·
82500 (1) ·
8500 (1) ·
9633 (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)
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) ·
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) ·
N/A (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)
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (1)
11174 (1) ·
118 (1) ·
1200 (1) ·
126655 (1) ·
141861 (1) ·
143138 (1) ·
144 (1) ·
14748 (1) ·
200 (1) ·
2000 (1) ·
2256 (1) ·
24984 (1) ·
2603 (1) ·
26400 (1) ·
2741 (1) ·
28426 (1) ·
33832 (1) ·
34353 (1) ·
3600 (1) ·
39038 (1) ·
4000 (1) ·
42000 (1) ·
42941 (1) ·
4338 (1) ·
44243 (1) ·
45110 (1) ·
46845 (1) ·
521 (1) ·
55520 (1) ·
56700 (1) ·
607 (1) ·
63 (1) ·
7000 (1) ·
74196 (1) ·
7460 (1)
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