Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'Burns Road ' (1) ·
'C-18 Canal ' (1) ·
'C-3 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'E-1 Canal ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Lake Ida Road ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 91 TPK ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'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-80 ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'Stribling Way ' (1) ·
SR-518 (1)
Number 008:
700184 (1) ·
790148 (1) ·
790152 (1) ·
884054 (1) ·
890119 (1) ·
930029 (1) ·
930241 (1) ·
930261 (1) ·
930262 (1) ·
930335 (1) ·
930495 (1) ·
930499 (1) ·
930500 (1) ·
930504 (1) ·
930521 (1) ·
930530 (1) ·
930531 (1) ·
934177 (1) ·
934301 (1) ·
934348 (1) ·
934963 (1) ·
937367 (1)
Location 009:
'.2mi East of US-27 ' (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) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (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) ·
SR-518 over Indian River (1)
Latitude 016:
Longitude 017:
80040685 (1) ·
80040800 (1) ·
80051800 (1) ·
80052000 (1) ·
80052100 (1) ·
80052215 (1) ·
80052285 (1) ·
80054982 (1) ·
80060720 (1) ·
80062196 (1) ·
80074621 (1) ·
80082400 (1) ·
80095581 (1) ·
80121322 (1) ·
80135529 (1) ·
80142214 (1) ·
80224294 (1) ·
80370269 (1) ·
80424470 (1) ·
80550332 (1) ·
80583172 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
101541 (1) ·
104500 (1) ·
106500 (1) ·
116000 (1) ·
13300 (1) ·
1440 (1) ·
16600 (1) ·
22500 (1) ·
2700 (1) ·
30000 (1) ·
30500 (1) ·
35500 (1) ·
44400 (1) ·
5500 (1) ·
7200 (1) ·
85750 (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 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: (Click arrow to add another value)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
148776 (1) ·
1730 (1) ·
1735 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
201260 (1) ·
23076 (1) ·
27000 (1) ·
28801 (1) ·
46846 (1) ·
52050 (1) ·
52918 (1) ·
5500 (1) ·
61592 (1) ·
77034 (1)
Clearance 116:
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