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.
ObjectID:
'BOYNTON CANAL C-16 ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'CROOKED CREEK ' (1) ·
'Daytona Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-507 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Ten Mile Creek ' (1) ·
'Turnbull Creek ' (1)
'Ballough Street ' (1) ·
'CONGRESS AVE ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'DUDA ROAD ' (1) ·
'Highbridge Road ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'LINTON BLVD. ' (1) ·
'MAPP RD ' (1) ·
'MARGINAL RD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Pinehurst Ave N ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'S. LAKE DRIVE ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-507 ' (1) ·
'ST LUCIE BLVD ' (1) ·
'SW 18TH ST ' (1) ·
'US-1 NB ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
'.3 mi South of Mason Ave ' (1) ·
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'1MI W of US-1 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'I-95 over Midway Road ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'US-1 NB - Turnbull Creek ' (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 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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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)
1324 (1) ·
150 (1) ·
15268 (1) ·
15615 (1) ·
16136 (1) ·
16482 (1) ·
1735 (1) ·
180 (1) ·
1800 (1) ·
1920 (1) ·
2000 (1) ·
2500 (1) ·
2603 (1) ·
26400 (1) ·
27587 (1) ·
3123 (1) ·
3217 (1) ·
34700 (1) ·
46845 (1) ·
5062 (1) ·
5182 (1) ·
5398 (1) ·
55954 (1) ·
600 (1) ·
63327 (1) ·
64629 (1) ·
67231 (1) ·
694 (1)
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