Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
None (1) ·
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Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'COLLIER WATERWAY ' (1) ·
'CR-515 & Indian River ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-8 CANAL ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SR 91 TPK ' (1) ·
'SR-401 ' (1) ·
'SR-513 ' (1) ·
'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'BUCKSKIN TRAIL ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DAVIS ROAD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'ENGLAR DRIVE ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOCKS ROAD ' (1) ·
'MAPP RD ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'ORANGE TREE DR ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-404 EB ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'TROON DR ' (1) ·
'TROPICALIA AVE. ' (1) ·
'WB Spanish River ' (1) ·
'WB SR704 to SB I95' (1) ·
'WEST LAKE DRIVE ' (1) ·
Grant Rd. (1)
Number 008:
700015 (1) ·
700074 (1) ·
700109 (1) ·
700133 (1) ·
700140 (1) ·
700149 (1) ·
700158 (1) ·
705603 (1) ·
790105 (1) ·
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936264 (1) ·
937001 (1) ·
937201 (1) ·
937202 (1) ·
940050 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-95 SR 704 interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
1.3 Mi. East of CR-507 (1)
Latitude 016:
26221050 (1) ·
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28241926 (1) ·
28241991 (1) ·
28350798 (1) ·
29090830 (1)
Longitude 017:
80041209 (1) ·
80041536 (1) ·
80043118 (1) ·
80043790 (1) ·
80052354 (1) ·
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80290638 (1) ·
80360839 (1) ·
80362349 (1) ·
80375564 (1) ·
80375566 (1) ·
80401763 (1) ·
80444559 (1) ·
80444580 (1) ·
80510496 (1) ·
81045886 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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) ·
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)
Future 114:
Clearance 116:
Showing below up to 32 results in range #1 to #32.
