Drilldown: bridge data
From Indian River Lagoon Project
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12254 (1) ·
12273 (1) ·
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12280 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'HALF MILE LAKE ' (1) ·
'Halifax Canal Lateral ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Konomac Canal ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 60 ' (1) ·
'Sweetwater Branch ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tillman Canal ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
Critical 006b:
Facility 007:
'Aviation Ave. ' (1) ·
'BARBER STREET ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'Dubber Road ' (1) ·
'Eldron Blvd ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'FLORESTA DR ' (1) ·
'Fort Florida Road ' (1) ·
'Indiantown Rd. ' (1) ·
'Jackson Street ' (1) ·
'KELLER ROAD ' (1) ·
'Kings Highway ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'Patti Drive ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PINETREE LANE ' (1) ·
'SE 7TH STREET ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'STAR ISLAND WAY ' (1) ·
'Taylor Rd ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Volco Road ' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
704017 (1) ·
705601 (1) ·
705907 (1) ·
705908 (1) ·
705913 (1) ·
705914 (1) ·
705915 (1) ·
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794133 (1) ·
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796412 (1) ·
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936261 (1) ·
936262 (1) ·
936263 (1) ·
936350 (1) ·
940007 (1) ·
940027 (1) ·
940038 (1) ·
944008 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-95 over SR-60 ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1)
Latitude 016:
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27044356 (1) ·
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27132091 (1) ·
27164934 (1) ·
27232266 (1) ·
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27413663 (1) ·
27455347 (1) ·
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28544228 (1) ·
29032507 (1) ·
29062471 (1) ·
29081340 (1)
Longitude 017:
80041919 (1) ·
80042050 (1) ·
80043055 (1) ·
80043232 (1) ·
80045345 (1) ·
80055515 (1) ·
80074659 (1) ·
80080433 (1) ·
80080562 (1) ·
80083165 (1) ·
80101504 (1) ·
80102169 (1) ·
80121038 (1) ·
80142967 (1) ·
80162552 (1) ·
80195445 (1) ·
80235687 (1) ·
80255007 (1) ·
80262430 (1) ·
80274580 (1) ·
80282176 (1) ·
80283504 (1) ·
80293742 (1) ·
80310299 (1) ·
80373635 (1) ·
80393620 (1) ·
80394165 (1) ·
80394182 (1) ·
80394642 (1) ·
80400209 (1) ·
80400429 (1) ·
80401484 (1) ·
80425652 (1) ·
80543046 (1) ·
80544759 (1) ·
81002850 (1) ·
81012325 (1) ·
81040678 (1) ·
81205307 (1)
Owner 022:
Built 027:
Traffic 029:
1008 (1) ·
1140 (1) ·
121 (1) ·
13300 (1) ·
1394 (1) ·
1600 (1) ·
1728 (1) ·
1810 (1) ·
2000 (1) ·
2150 (1) ·
300 (1) ·
3100 (1) ·
3200 (1) ·
322 (1) ·
3240 (1) ·
32500 (1) ·
400 (1) ·
43500 (1) ·
439 (1) ·
57500 (1) ·
5869 (1) ·
6000 (1) ·
6062 (1) ·
62000 (1) ·
6298 (1) ·
6493 (1) ·
65500 (1) ·
6600 (1) ·
716 (1) ·
742 (1) ·
7600 (1) ·
77000 (1) ·
7800 (1) ·
8100 (1) ·
8758 (1) ·
98900 (1)
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 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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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 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:
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1379 (1) ·
14054 (1) ·
1612 (1) ·
171592 (1) ·
180 (1) ·
18000 (1) ·
2091 (1) ·
23076 (1) ·
240 (1) ·
2603 (1) ·
2776 (1) ·
373 (1) ·
3840 (1) ·
500 (1) ·
508 (1) ·
51387 (1) ·
5205 (1) ·
5378 (1) ·
7032 (1) ·
7101 (1) ·
7200 (1) ·
7279 (1) ·
75473 (1) ·
7857 (1) ·
828 (1) ·
898 (1) ·
99763 (1)
Clearance 116:
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