Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'C-15 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'MAIN CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'RELIEF CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'ST LUCIE CANAL ' (1)
'6 Ave S to NB I-95' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR-76A ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'EB SR60 ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HOOD RD 110.944 ' (1) ·
'HORSESHOE POINT RD' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'NB SR 5 (US-1) ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR-60 WB ' (1) ·
'SR-A1A ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
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'.3 mi N of SR 706 ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.85 mile South of Linton' (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) ·
'1MI W of US-1 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
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80285306 (1) ·
80303713 (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 23 results in range #1 to #23.