Drilldown: bridge data
From Indian River Lagoon Project
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15171 (1) ·
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15594 (1) ·
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County 003:
Place 004:
Direction 005e:
Features 006a:
'6th Avenue South ' (1) ·
'BOYNTON CANAL ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-15 Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'CANAL-17 ' (1) ·
'Canoe Creek ' (1) ·
'Casa Mar Dr ' (1) ·
'CR 702 45th Street ' (1) ·
'Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'Northlake Blvd. ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'Australian Ave. ' (1) ·
'CLINT MOORE RD ' (1) ·
'CR-717 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Lantana Road ' (1) ·
'Levee Road ' (1) ·
'Lyons Rd ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Old Dixie Highway ' (1) ·
'Spanish River Blvd' (1) ·
'VETERANS WALK ' (1) ·
'Woolbright Road ' (1)
Number 008:
790801 (1) ·
884038 (1) ·
884047 (1) ·
885808 (1) ·
930072 (1) ·
930294 (1) ·
930300 (1) ·
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935508 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'I-95 / SR 882 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'North of P. Beach Airport' (1) ·
'W of I 95 on Woolbright ' (1)
Latitude 016:
26231070 (1) ·
26231230 (1) ·
26243117 (1) ·
26252840 (1) ·
26270705 (1) ·
26290520 (1) ·
26305200 (1) ·
26321971 (1) ·
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26352535 (1) ·
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26354162 (1) ·
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26490300 (1) ·
26562485 (1) ·
27335447 (1) ·
27385354 (1) ·
27421622 (1) ·
29095886 (1)
Longitude 017:
80040740 (1) ·
80041030 (1) ·
80041660 (1) ·
80041914 (1) ·
80042680 (1) ·
80045519 (1) ·
80052320 (1) ·
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80054787 (1) ·
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80121251 (1) ·
80121946 (1) ·
80220390 (1) ·
80255073 (1) ·
80274430 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
81091698 (1)
Owner 022:
Built 027:
Traffic 029:
10 (1) ·
100 (1) ·
1000 (1) ·
101 (1) ·
101000 (1) ·
10300 (1) ·
120 (1) ·
1260 (1) ·
16000 (1) ·
160500 (1) ·
17982 (1) ·
18700 (1) ·
213000 (1) ·
22000 (1) ·
22500 (1) ·
226000 (1) ·
232000 (1) ·
27500 (1) ·
4 (1) ·
40000 (1) ·
42000 (1) ·
5 (1) ·
720 (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)
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:
121 (1) ·
12360 (1) ·
150 (1) ·
175235 (1) ·
180 (1) ·
1800 (1) ·
20 (1) ·
200 (1) ·
2186 (1) ·
26400 (1) ·
27760 (1) ·
278468 (1) ·
28050 (1) ·
31199 (1) ·
369555 (1) ·
39038 (1) ·
392110 (1) ·
402520 (1) ·
47712 (1) ·
6 (1) ·
69400 (1) ·
72870 (1) ·
864 (1) ·
9 (1)
Clearance 116:
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