Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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'Banana River ' (1) ·
'C-1 Canal ' (1) ·
'C-54 Canal ' (1) ·
'E-2 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
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'Indian River Relief ' (1) ·
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'Lateral A Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'Main Relief Canal ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Taylor Creek ' (1) ·
'Turkey Creek ' (1) ·
'US 92 ' (1)
'33rd Street ' (1) ·
'34th Avenue ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'CENTER STREET ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'Hatton Road ' (1) ·
'I-4 Ramp B ' (1) ·
'I-95 SB ' (1) ·
'Juanita Ave. ' (1) ·
'NB I 95 SR9 ' (1) ·
'Northlake Blvd. EB' (1) ·
'Palm Bay Parkway ' (1) ·
'Port Malabar BL WB' (1) ·
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'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-520 WB ' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'US 192 WB ' (1) ·
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'Viera Blvd WB ' (1)
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'0.1Mi W of US-1 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At 58th Ave ' (1) ·
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'At CR-615 (66th Avenue) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-520 WB - Banana River ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 29 results in range #1 to #29.