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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'BESSEY CREEK ' (1) ·
'Burns Road ' (1) ·
'C-18 Canal ' (1) ·
'C-3 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'E-1 Canal ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Lake Ida Road ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (FL. TPK.) ' (1)
Critical 006b:
Facility 007:
'CR-603-IND RIV BLV' (1) ·
'CR708 125.4 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Island Way ' (1) ·
'Lake Ida Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-44 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'Stribling Way ' (1)
Number 008:
790148 (1) ·
790152 (1) ·
884054 (1) ·
890079 (1) ·
890082 (1) ·
890085 (1) ·
890119 (1) ·
890126 (1) ·
930159 (1) ·
930223 (1) ·
930235 (1) ·
930239 (1) ·
930241 (1) ·
930495 (1) ·
930499 (1) ·
930500 (1) ·
930504 (1) ·
930521 (1) ·
930530 (1) ·
930531 (1) ·
934177 (1) ·
934301 (1) ·
934963 (1) ·
937367 (1)
Location 009:
'.25mi W OF I-95 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95/SR 806 interchange ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-A1A over Halifax River' (1) ·
'StriblingWay ovr E-1canal' (1)
Latitude 016:
26262220 (1) ·
26274100 (1) ·
26281695 (1) ·
26282306 (1) ·
26360866 (1) ·
26380939 (1) ·
26430765 (1) ·
26430835 (1) ·
26434195 (1) ·
26450626 (1) ·
26474455 (1) ·
26494986 (1) ·
26554196 (1) ·
26561000 (1) ·
26571548 (1) ·
26581931 (1) ·
27023878 (1) ·
27033219 (1) ·
27061911 (1) ·
27102733 (1) ·
27373700 (1) ·
29012564 (1) ·
29085374 (1)
Longitude 017:
80051800 (1) ·
80052000 (1) ·
80052100 (1) ·
80052215 (1) ·
80052285 (1) ·
80054982 (1) ·
80062196 (1) ·
80075399 (1) ·
80080366 (1) ·
80082400 (1) ·
80090356 (1) ·
80095581 (1) ·
80102470 (1) ·
80104223 (1) ·
80121322 (1) ·
80135529 (1) ·
80142214 (1) ·
80142789 (1) ·
80155436 (1) ·
80184796 (1) ·
80224294 (1) ·
80550332 (1) ·
80583172 (1)
Owner 022:
Built 027:
Traffic 029:
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 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:
10800 (1) ·
119194 (1) ·
136198 (1) ·
148776 (1) ·
1730 (1) ·
1735 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
27000 (1) ·
37302 (1) ·
46846 (1) ·
52050 (1) ·
52918 (1) ·
5500 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1)
Clearance 116:
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