Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'C-23 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Navy Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Ten Mile Creek ' (1)
'6TH AVE SO. WB ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'COLUMBUS DR. ' (1) ·
'DARWIN BLVD ' (1) ·
'Emerson Drive ' (1) ·
'GETTYSBURG DR ' (1) ·
'GRANDVIEW WAY ' (1) ·
'JEANNE AVE ' (1) ·
'KESTOR DR ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'Patti Drive ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-5A ' (1) ·
'UNDALLO RD ' (1) ·
'WB SR-70 ' (1)
704017 (1) ·
705906 (1) ·
790135 (1) ·
890111 (1) ·
934302 (1) ·
934920 (1) ·
934921 (1) ·
937362 (1) ·
937366 (1) ·
940092 (1) ·
940093 (1) ·
940120 (1) ·
940137 (1) ·
945255 (1) ·
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945259 (1) ·
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945261 (1) ·
945262 (1) ·
945263 (1) ·
945264 (1) ·
945265 (1) ·
945266 (1) ·
945267 (1)
'.75 MI. S. of US-92 ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1)
26211596 (1) ·
26211635 (1) ·
26363379 (1) ·
26414262 (1) ·
26423785 (1) ·
27121953 (1) ·
27124842 (1) ·
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27311800 (1) ·
28004758 (1) ·
28293415 (1) ·
29113367 (1)
80043911 (1) ·
80121056 (1) ·
80123486 (1) ·
80134460 (1) ·
80205419 (1) ·
80205945 (1) ·
80212173 (1) ·
80213453 (1) ·
80214187 (1) ·
80214259 (1) ·
80220192 (1) ·
80221889 (1) ·
80224460 (1) ·
80230070 (1) ·
80232953 (1) ·
80240091 (1) ·
80252443 (1) ·
80252971 (1) ·
80254109 (1) ·
80262200 (1) ·
80273077 (1) ·
80384417 (1) ·
80425652 (1) ·
81020145 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
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 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)
Showing below up to 25 results in range #1 to #25.