Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 
:
1985 or
1994
& Channel 061:
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.
:
1985 or
1994
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BARBARA BASIN ' (1) ·
'Berrys Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-108 ' (1) ·
'Conners Canal ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Nova Canal ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'Tillman Canal ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street ' (1) ·
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'EB SR60 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'LINTON BLVD ' (1) ·
'Maytown Road ' (1) ·
'Minton Road CR-509' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SELVITZ RD. ' (1) ·
'SIMARA STREET ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-60 WB ' (1) ·
'SR-805 (Dixie Hwy)' (1)
Number 008:
704075 (1) ·
790149 (1) ·
790150 (1) ·
790169 (1) ·
790179 (1) ·
790180 (1) ·
794139 (1) ·
794141 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
890107 (1) ·
890120 (1) ·
895505 (1) ·
930351 (1) ·
930373 (1) ·
934485 (1) ·
934905 (1) ·
934940 (1) ·
944011 (1) ·
945253 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'8th St West of SR-5A ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
26240578 (1) ·
26262127 (1) ·
26295449 (1) ·
26383999 (1) ·
26404182 (1) ·
27035280 (1) ·
27111437 (1) ·
27115100 (1) ·
27192572 (1) ·
27201586 (1) ·
27385855 (1) ·
27385856 (1) ·
27392294 (1) ·
27392357 (1) ·
28004932 (1) ·
28504614 (1) ·
28504680 (1) ·
29014148 (1) ·
29015737 (1) ·
29135704 (1) ·
29140326 (1) ·
29140999 (1)
Longitude 017:
80032221 (1) ·
80072029 (1) ·
80074904 (1) ·
80075212 (1) ·
80111729 (1) ·
80120021 (1) ·
80135670 (1) ·
80200618 (1) ·
80215969 (1) ·
80225809 (1) ·
80225872 (1) ·
80230306 (1) ·
80230357 (1) ·
80270492 (1) ·
80401977 (1) ·
80545970 (1) ·
80551845 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1) ·
81044532 (1) ·
81060638 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Channel 061: (Click arrow to add another value)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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