Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12195 (1) ·
12276 (1) ·
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13704 (1) ·
13798 (1) ·
15135 (1) ·
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15184 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOLLES CANAL (L-21) ' (1) ·
'C-24 CANAL ' (1) ·
'CR 708 ' (1) ·
'CSX-RR ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DITCH NO. 46 ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FECRR ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'H-20 CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'L-14 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-406 ' (1) ·
'Tillman Canal ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'Aviation Ave. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-512 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Eldron Blvd ' (1) ·
'ELLISON WILSON RD ' (1) ·
'GUN CLUB RD ' (1) ·
'HOLLY DRIVE ' (1) ·
'I-95 NB ' (1) ·
'JOG ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Maytown Road ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'PURDY LANE ' (1) ·
'Riverbend Park Rd ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-44 ' (1) ·
'US-1 NB ' (1) ·
'US-27 (SR-25) ' (1) ·
'WALLIS ROAD ' (1) ·
'Woolbright Road ' (1)
Number 008:
700134 (1) ·
705907 (1) ·
705908 (1) ·
790087 (1) ·
790176 (1) ·
794139 (1) ·
880041 (1) ·
884003 (1) ·
884063 (1) ·
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937706 (1) ·
940018 (1) ·
944012 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3MI S of SR-70 ' (1) ·
'AT 141st ST ' (1) ·
'At East Canal St. ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
Latitude 016:
26280864 (1) ·
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26304669 (1) ·
26314090 (1) ·
26360954 (1) ·
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29012750 (1)
Longitude 017:
80034800 (1) ·
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80050391 (1) ·
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80052354 (1) ·
80053044 (1) ·
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80074249 (1) ·
80074389 (1) ·
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80140445 (1) ·
80195964 (1) ·
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80282441 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80383595 (1) ·
80394642 (1) ·
80400416 (1) ·
80401484 (1) ·
80424182 (1) ·
80510378 (1) ·
80511328 (1) ·
81060638 (1) ·
81211769 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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:
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 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:
1128 (1) ·
12318 (1) ·
126 (1) ·
12666 (1) ·
1375 (1) ·
15941 (1) ·
2091 (1) ·
22382 (1) ·
22388 (1) ·
22989 (1) ·
3123 (1) ·
36435 (1) ·
4164 (1) ·
43202 (1) ·
560 (1) ·
57255 (1) ·
6000 (1) ·
6073 (1) ·
62460 (1) ·
625 (1) ·
65930 (1) ·
66798 (1) ·
6940 (1) ·
70268 (1) ·
828 (1) ·
880 (1) ·
9716 (1)
Clearance 116:
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