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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Use the filters below to narrow your results.
'C-44 Intake Canal ' (1) ·
'Canal C-46 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'E-2 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 ' (1) ·
'KELLER CANAL ' (1) ·
'Kings Road ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'RELIEF CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'Rio Mar Bay ' (1) ·
'Sebastian Canal ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'Spruce Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-9 (I-95) ' (1) ·
'ST LUCIE CANAL ' (1)
'Babcock Street ' (1) ·
'Bay Drive ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CENTER DRIVE ' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR-76A ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Eldron Blvd. ' (1) ·
'Fay Blvd. ' (1) ·
'Graham Road ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HOOD RD 110.944 ' (1) ·
'HORSESHOE POINT RD' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'LAKERIDGE BLVD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'Pioneer Road ' (1) ·
'RANGE LINERD CR609' (1) ·
'SR-407 ' (1) ·
'SR-A1A ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'Taylor Road ' (1) ·
'W LAKE RD CR-717 ' (1)
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'0.1 Mile West of A1A ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
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'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2 mi E of CR-415 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1MI W of US-1 ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Oslo Rd. over I-95 ' (1)
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81035390 (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)
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)
Showing below up to 24 results in range #1 to #24.