Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'90th Ave. ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-17 Canal ' (1) ·
'CSX Railroad ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'L-14 CANAL ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'South Relief Canal ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-40 ' (1) ·
'SR-46 ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-192 ' (1) ·
Addison Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'Australian Ave. ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 ' (1) ·
'JOG ROAD ' (1) ·
'Linton Blvd. ' (1) ·
'Peninsula Corp Dr ' (1) ·
'Pineda Causeway ' (1) ·
'SR 710 ' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 9 (I-95) ' (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) ·
'US-1 (SR-5) ' (1) ·
I-95 (1)
Number 008:
700209 (1) ·
700222 (1) ·
700225 (1) ·
700229 (1) ·
700230 (1) ·
790193 (1) ·
880089 (1) ·
880101 (1) ·
930261 (1) ·
930291 (1) ·
930416 (1) ·
930443 (1) ·
930459 (1) ·
930497 (1) ·
930503 (1) ·
930525 (1) ·
930529 (1) ·
930534 (1) ·
931001 (1) ·
931004 (1) ·
931009 (1) ·
931010 (1) ·
934315 (1) ·
934986 (1)
Location 009:
'0.25mi. east of I-95 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I-95 over SR-40 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'North of P. Beach Airport' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
Latitude 016:
26220464 (1) ·
26251431 (1) ·
26262244 (1) ·
26274200 (1) ·
26280900 (1) ·
26290135 (1) ·
26322016 (1) ·
26360954 (1) ·
26364900 (1) ·
26370275 (1) ·
26395750 (1) ·
26404100 (1) ·
26404380 (1) ·
26404472 (1) ·
26415780 (1) ·
26461200 (1) ·
27361889 (1) ·
27364168 (1) ·
28044400 (1) ·
28113278 (1) ·
28134900 (1) ·
28314000 (1) ·
28395825 (1) ·
29152514 (1)
Longitude 017:
80040800 (1) ·
80041600 (1) ·
80041660 (1) ·
80051925 (1) ·
80052100 (1) ·
80052717 (1) ·
80053100 (1) ·
80055081 (1) ·
80064300 (1) ·
80084280 (1) ·
80084953 (1) ·
80095982 (1) ·
80101495 (1) ·
80102125 (1) ·
80102180 (1) ·
80102528 (1) ·
80225645 (1) ·
80304412 (1) ·
80422199 (1) ·
80422723 (1) ·
80430700 (1) ·
80510650 (1) ·
80521049 (1) ·
81065740 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
101541 (1) ·
104500 (1) ·
106800 (1) ·
115000 (1) ·
116000 (1) ·
13800 (1) ·
15800 (1) ·
16500 (1) ·
19250 (1) ·
21000 (1) ·
27500 (1) ·
34000 (1) ·
36000 (1) ·
36500 (1) ·
43500 (1) ·
66000 (1) ·
68000 (1) ·
68500 (1) ·
72500 (1) ·
77000 (1) ·
78500 (1) ·
79000 (1) ·
90900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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:
114510 (1) ·
117980 (1) ·
118848 (1) ·
125788 (1) ·
133595 (1) ·
136198 (1) ·
137065 (1) ·
157712 (1) ·
176174 (1) ·
181308 (1) ·
185298 (1) ·
199525 (1) ·
201260 (1) ·
23943 (1) ·
27413 (1) ·
28628 (1) ·
33399 (1) ·
36435 (1) ·
47712 (1) ·
58990 (1) ·
62460 (1) ·
63328 (1) ·
75473 (1)
Clearance 116:
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