Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'Canal - D ' (1) ·
'CANAL C-24 ' (1) ·
'Canal L-14 ' (1) ·
'Clint Moore Road ' (1) ·
'CSX Railroad ' (1) ·
'CSX RR ' (1) ·
'E-1 Canal ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Frazier Creek ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'Atlantic Ave. ' (1) ·
'Congress Ave. ' (1) ·
'Crosstown Parkway ' (1) ·
'I 95 SR 9 ' (1) ·
'Indiantown Rd. ' (1) ·
'MARINA BLVD. ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SW 15TH AVE ' (1) ·
'US-98 (SR-80) ' (1)
Number 008:
890002 (1) ·
930163 (1) ·
930215 (1) ·
930260 (1) ·
930263 (1) ·
930265 (1) ·
930375 (1) ·
930391 (1) ·
930402 (1) ·
930416 (1) ·
930443 (1) ·
930457 (1) ·
930459 (1) ·
930463 (1) ·
931000 (1) ·
931001 (1) ·
931004 (1) ·
931009 (1) ·
931010 (1) ·
934461 (1) ·
934943 (1) ·
944018 (1) ·
945272 (1)
Location 009:
'.5 mi East of I-95 ' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.7 miles North of SR 706' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26195136 (1) ·
26220464 (1) ·
26243201 (1) ·
26251431 (1) ·
26252638 (1) ·
26271300 (1) ·
26290135 (1) ·
26305150 (1) ·
26322016 (1) ·
26360932 (1) ·
26370275 (1) ·
26374030 (1) ·
26374035 (1) ·
26404100 (1) ·
26404472 (1) ·
26405778 (1) ·
26502106 (1) ·
26560311 (1) ·
26571634 (1) ·
27114950 (1) ·
27155561 (1) ·
27174425 (1)
Longitude 017:
80040290 (1) ·
80040645 (1) ·
80044272 (1) ·
80052230 (1) ·
80052717 (1) ·
80064300 (1) ·
80071400 (1) ·
80074689 (1) ·
80083165 (1) ·
80095468 (1) ·
80095982 (1) ·
80101495 (1) ·
80101701 (1) ·
80101799 (1) ·
80102125 (1) ·
80102180 (1) ·
80102528 (1) ·
80120923 (1) ·
80121500 (1) ·
80152514 (1) ·
80162947 (1) ·
80221334 (1) ·
80221826 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
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:
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 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:
113642 (1) ·
130993 (1) ·
131860 (1) ·
133595 (1) ·
136198 (1) ·
137065 (1) ·
157712 (1) ·
171592 (1) ·
185298 (1) ·
20400 (1) ·
27150 (1) ·
27760 (1) ·
28194 (1) ·
28801 (1) ·
29495 (1) ·
36435 (1) ·
45110 (1) ·
49448 (1) ·
59858 (1) ·
76340 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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