Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal - D ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Canal L-14 ' (1) ·
'Clint Moore Road ' (1) ·
'CSX Railroad ' (1) ·
'CSX RR ' (1) ·
'E-1 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Frazier Creek ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'L-10 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'TEN MILE CREEK ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'Atlantic Ave. ' (1) ·
'Congress Ave. ' (1) ·
'CR-717 ' (1) ·
'Crosstown Parkway ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'GORDY ROAD ' (1) ·
'I 95 SR 9 ' (1) ·
'Indiantown Rd. ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR-401 SB ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 83.91' (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 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SW 15TH AVE ' (1) ·
'US-98 (SR-80) ' (1)
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'.5 mi East of I-95 ' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'300FT East of CR-717 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
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96 (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 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)
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6 (1) ·
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76340 (1)
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