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:
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'COLLIER CREEK ' (1) ·
'E-2W CANAL ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'HALF MILE LAKE ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'EB 706 To SB I-95 ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'Indiantown Rd. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE 7TH STREET ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-808 Glades Road' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'STAR ISLAND WAY ' (1)
Number 008:
885602 (1) ·
885605 (1) ·
894001 (1) ·
894017 (1) ·
894018 (1) ·
930015 (1) ·
930325 (1) ·
930384 (1) ·
930388 (1) ·
930391 (1) ·
930412 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930447 (1) ·
931007 (1) ·
935100 (1) ·
935501 (1) ·
940027 (1) ·
940038 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'Tpk. SR 706 Interchange ' (1)
Latitude 016:
26220527 (1) ·
26221756 (1) ·
26233940 (1) ·
26252859 (1) ·
26272647 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26315179 (1) ·
26401030 (1) ·
26405710 (1) ·
26502600 (1) ·
26560311 (1) ·
26560369 (1) ·
27044012 (1) ·
27044356 (1) ·
27132091 (1) ·
27232266 (1) ·
27234679 (1) ·
27455347 (1) ·
27475995 (1)
Longitude 017:
80045345 (1) ·
80055515 (1) ·
80060970 (1) ·
80074659 (1) ·
80080433 (1) ·
80080562 (1) ·
80083165 (1) ·
80091289 (1) ·
80101504 (1) ·
80101974 (1) ·
80101977 (1) ·
80102169 (1) ·
80102271 (1) ·
80102293 (1) ·
80103466 (1) ·
80162552 (1) ·
80262430 (1) ·
80282176 (1) ·
80283504 (1) ·
80293742 (1) ·
80393620 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
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) ·
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 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)
Future 114:
107570 (1) ·
113642 (1) ·
13186 (1) ·
133595 (1) ·
14054 (1) ·
14921 (1) ·
16222 (1) ·
171592 (1) ·
180 (1) ·
18000 (1) ·
22555 (1) ·
240 (1) ·
2603 (1) ·
2776 (1) ·
500 (1) ·
5205 (1) ·
5378 (1) ·
5552 (1) ·
99763 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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