Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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.
ObjectID:
'BARBARA BASIN ' (1) ·
'BESSEY CREEK ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'CROOKED CREEK ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Drainage Canal ' (1) ·
'HALF MILE LAKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
'ORANGE CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SALERNO CREEK ' (1) ·
'SR 91 TPK ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'St. Lucie Canal ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TIDAL CANAL ' (1) ·
'W. Relief Indian River ' (1) ·
'WILLOUGHBY CREEK ' (1)
'BUCKSKIN TRAIL ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR708 125.4 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB Martin Downs Bd' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND RD. ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LOCKS ROAD ' (1) ·
'MAPP RD ' (1) ·
'MURPHY RD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-441 SR-15 ' (1) ·
'US98/441 SR15/700 ' (1) ·
'WB Martin Downs Bd' (1)
Number 008:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-441 and SR-76 ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
Longitude 017:
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 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)
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 41 results in range #1 to #41.
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