Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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'Bear Wildlife Crossing ' (1) ·
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'LATERAL U CANAL ' (1) ·
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'LOXAHATCHEE CREEK ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'Spruce Creek ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-421 ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
Lake Washington Road (1)
'CLINT MOORE RD WB ' (1) ·
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'NB I-95 (SR 9) ' (1) ·
'Old Boynton Road ' (1) ·
'Orange camp Rd. ' (1) ·
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'SR 400 EB ' (1) ·
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'SR-44 EB ' (1) ·
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'SR-528 ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'Stribling Way ' (1) ·
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'.5mi E. of Indian R Dr. ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1st overpass east of I-95' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Buffer Preserve Drive ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
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'I-95/SR 806 interchange ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'Over Fellsmere Canal ' (1) ·
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'SR 91 at Jupiter Interch ' (1) ·
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'SR-44 EB - I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'StriblingWay ovr E-1canal' (1) ·
I-95 SB -Lk Washington Rd (1)
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8150 (1) ·
85750 (1) ·
910 (1) ·
9150 (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)
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
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66364 (1) ·
71569 (1) ·
77034 (1)
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