Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
'Boynton Canal C-16 ' (1) ·
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'CANAL E-2-E(BOYN BC INT)' (1) ·
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'FLORIDA TURNPIKE ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Loxahatchee River ' (1) ·
'Okeechobee Waterway ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'St. Lucie River ' (1) ·
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'US 98-SR 80-WPB Canal ' (1)
'CR-714 Indian St. ' (1) ·
'E Gateway Blvd ' (1) ·
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'HOOD RD 110.944 ' (1) ·
'I 95 SR 9 ' (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) ·
'ST LUCIE W BLVD WB' (1) ·
'W/B Atlantic Ave ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB PGA Blvd. ' (1)
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'0.1 MI West of SR-76 ' (1) ·
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'0.6 mile South of SR 882 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'3mi East of SR5 on A1A ' (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) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'SR-710 TPK Interchange ' (1)
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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) ·
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 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)
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