Drilldown: bridge data
From Indian River Lagoon Project
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'Belvedere Rd to SB I-95 ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-1 Canal ' (1) ·
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'CR 782 Linton Blvd ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
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'LOXAHATCHEE CREEK ' (1) ·
'Loxahatchee River ' (1) ·
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'Ramps A&G/BelvedereRd/RR' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-68 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Summit Boulevard ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'CR-714 Indian St. ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Island Way ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
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'Palm Bay Parkway ' (1) ·
'Riverbend Park Rd ' (1) ·
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'SB I 95 to SR 80 ' (1) ·
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'SB I-95 to PBIA ' (1) ·
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'SR-91 TPK NS 81.77' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'WB SR 70 ' (1) ·
'WB SR 786 ' (1)
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'0.1 MI West of SR-76 ' (1) ·
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'0.25mi. east of I-95 ' (1) ·
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'1 mi. east I-95 on SR 68 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1st overpass east of I-95' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Just North of SR70 on I95' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-710 TPK Interchange ' (1)
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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 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)
10063 (1) ·
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