Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ashby Canal ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'Tillman Canal ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'JORGENSEN RD ' (1) ·
'Main Trail ' (1) ·
'Maytown Road ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'Minton Road CR-509' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PALMETTO PK RD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SELVITZ RD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'US-192 EB ' (1) ·
'US-92 ' (1) ·
'Willowood Drive ' (1)
Number 008:
700181 (1) ·
704032 (1) ·
704075 (1) ·
790093 (1) ·
794139 (1) ·
794141 (1) ·
796000 (1) ·
880077 (1) ·
890101 (1) ·
890107 (1) ·
890120 (1) ·
930329 (1) ·
930351 (1) ·
930373 (1) ·
934516 (1) ·
934902 (1) ·
934905 (1) ·
934940 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.3 MI E of US-17 ' (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) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'US-192 EB - Indian River ' (1)
Latitude 016:
26210226 (1) ·
26240578 (1) ·
26295449 (1) ·
26370804 (1) ·
26383999 (1) ·
26400360 (1) ·
26404182 (1) ·
27035280 (1) ·
27084791 (1) ·
27115100 (1) ·
27201582 (1) ·
27201586 (1) ·
27201587 (1) ·
27375640 (1) ·
28004932 (1) ·
28030000 (1) ·
28050237 (1) ·
28504614 (1) ·
28504680 (1) ·
29033853 (1) ·
29165358 (1)
Longitude 017:
80032221 (1) ·
80072029 (1) ·
80074511 (1) ·
80074852 (1) ·
80075212 (1) ·
80112778 (1) ·
80120021 (1) ·
80135670 (1) ·
80213056 (1) ·
80215969 (1) ·
80221680 (1) ·
80222500 (1) ·
80270492 (1) ·
80352939 (1) ·
80400400 (1) ·
80401977 (1) ·
80491520 (1) ·
81044532 (1) ·
81054109 (1) ·
81060638 (1) ·
81160650 (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:
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 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)
Culvert 062:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (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 21 results in range #1 to #21.
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