Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12166 (1) ·
12211 (1) ·
12264 (1) ·
12271 (1) ·
12279 (1) ·
15141 (1) ·
15143 (1) ·
15177 (1) ·
15216 (1) ·
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15764 (1) ·
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15891 (1) ·
16010 (1) ·
16040 (1) ·
16103 (1) ·
16109 (1) ·
17914 (1) ·
19231 (1) ·
19367 (1) ·
19370 (1) ·
19428 (1) ·
19555 (1)
County 003:
Place 004:
Route 005d:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Boynton Inlet ' (1) ·
'C-15 CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Cypress Creek ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'S-135 Canal ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'Sottile Canal ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'Sykes Creek ' (1) ·
'Taylor Creek ' (1) ·
'Turkey Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'JOG ROAD ' (1) ·
'Juanita Ave. ' (1) ·
'Kings Highway ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'OLD DIXIE HWY ' (1) ·
'Palm Bay Library ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'PROSPERITY FARMS R' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Sea Ray Drive ' (1) ·
'SR A1A ' (1) ·
'SR-76 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SW Wood St. ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WESTMORELAND BLVD ' (1) ·
I-95 (1)
Number 008:
700096 (1) ·
700155 (1) ·
704144 (1) ·
704256 (1) ·
705910 (1) ·
705920 (1) ·
880050 (1) ·
880052 (1) ·
884056 (1) ·
890079 (1) ·
890115 (1) ·
890116 (1) ·
890127 (1) ·
890800 (1) ·
894003 (1) ·
894021 (1) ·
930061 (1) ·
930241 (1) ·
930373 (1) ·
930375 (1) ·
930376 (1) ·
930430 (1) ·
930519 (1) ·
931002 (1) ·
931003 (1) ·
934116 (1) ·
934273 (1) ·
934911 (1) ·
940007 (1) ·
940068 (1) ·
944017 (1) ·
945250 (1) ·
945256 (1)
Location 009:
'.25 mi East of I-95 ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'10ft. E of Minton Road ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.5Mi W of US-1 ' (1) ·
'250ft North of SR-60 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'At Exit 76 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
I-95 NB - Sottile Canal (1)
Latitude 016:
26252148 (1) ·
26313526 (1) ·
26324386 (1) ·
26352544 (1) ·
26352545 (1) ·
26383999 (1) ·
26404140 (1) ·
26465960 (1) ·
26485165 (1) ·
26555790 (1) ·
26571548 (1) ·
26571634 (1) ·
26581931 (1) ·
26581961 (1) ·
26582109 (1) ·
26590684 (1) ·
27052700 (1) ·
27064891 (1) ·
27120310 (1) ·
27153115 (1) ·
27161021 (1) ·
27281046 (1) ·
27281242 (1) ·
27282250 (1) ·
27382201 (1) ·
27451178 (1) ·
27452951 (1) ·
27531801 (1) ·
27531806 (1) ·
27594683 (1) ·
28010115 (1) ·
28010155 (1) ·
28242068 (1)
Longitude 017:
80023594 (1) ·
80032221 (1) ·
80042484 (1) ·
80043488 (1) ·
80055680 (1) ·
80065384 (1) ·
80084271 (1) ·
80090390 (1) ·
80095468 (1) ·
80095581 (1) ·
80101977 (1) ·
80102377 (1) ·
80102433 (1) ·
80103697 (1) ·
80104046 (1) ·
80104223 (1) ·
80152053 (1) ·
80172570 (1) ·
80174285 (1) ·
80201872 (1) ·
80224257 (1) ·
80231068 (1) ·
80235687 (1) ·
80251396 (1) ·
80254429 (1) ·
80254872 (1) ·
80353417 (1) ·
80353519 (1) ·
80354529 (1) ·
80354573 (1) ·
80393900 (1) ·
80401795 (1) ·
80413919 (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:
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) ·
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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures. (1) ·
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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:
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