Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'Donald Ross Road ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'Palmetto Park Road ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR-68 ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'AIROSO BLVD. ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CAMINO REAL ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'LINTON BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-80 ' (1) ·
'US-1 ' (1)
Number 008:
790012 (1) ·
790136 (1) ·
790151 (1) ·
884065 (1) ·
890120 (1) ·
930029 (1) ·
930188 (1) ·
930189 (1) ·
930201 (1) ·
930322 (1) ·
930335 (1) ·
930338 (1) ·
930382 (1) ·
930383 (1) ·
930386 (1) ·
930445 (1) ·
934293 (1) ·
934348 (1) ·
934960 (1) ·
940096 (1) ·
940097 (1) ·
944013 (1)
Location 009:
'.2mi East of US-27 ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'2MI E of SR-76 ' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'At East Canal St. ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'Boca Raton ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just North of SR70 on I95' (1) ·
'Just South of Exit 48 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'US-1 over Reed Canal ' (1)
Latitude 016:
26203857 (1) ·
26210275 (1) ·
26234000 (1) ·
26234020 (1) ·
26252840 (1) ·
26262317 (1) ·
26375277 (1) ·
26395130 (1) ·
26405713 (1) ·
26411023 (1) ·
26502240 (1) ·
26525862 (1) ·
26525996 (1) ·
26554700 (1) ·
27115100 (1) ·
27173773 (1) ·
27264995 (1) ·
27265210 (1) ·
27380220 (1) ·
29014444 (1) ·
29065637 (1) ·
29093065 (1)
Longitude 017:
80035475 (1) ·
80052320 (1) ·
80053485 (1) ·
80053615 (1) ·
80054960 (1) ·
80060720 (1) ·
80070500 (1) ·
80074066 (1) ·
80074402 (1) ·
80074621 (1) ·
80085650 (1) ·
80135670 (1) ·
80172828 (1) ·
80205857 (1) ·
80233690 (1) ·
80233991 (1) ·
80264868 (1) ·
80400416 (1) ·
80424470 (1) ·
80541414 (1) ·
80591557 (1) ·
80594278 (1)
Owner 022:
Built 027:
Lanes 028a: (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 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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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) ·
Bridge not over waterway. (1)
Future 114:
123619 (1) ·
148776 (1) ·
157018 (1) ·
175235 (1) ·
177838 (1) ·
20855 (1) ·
20994 (1) ·
22080 (1) ·
23076 (1) ·
26400 (1) ·
27000 (1) ·
28801 (1) ·
30883 (1) ·
36435 (1) ·
4000 (1) ·
47280 (1) ·
49448 (1) ·
50848 (1) ·
52050 (1) ·
91351 (1)
Clearance 116:
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