Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Creek ' (1) ·
'E-2W CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Holly Drive ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Kyoto Gardens Dr ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'Lantana Road ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'Little Haw Swamp ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RIO MAR BAY ' (1) ·
'S-5 Discharge Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-528 ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'TEN MILE CREEK ' (1) ·
'Triple box culvert ' (1) ·
'Turnbull Creek ' (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'300FT East of CR-717 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 SR 704 interchange ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Lake George Conservation ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'North of Belvedere Rd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
10 (1) ·
100 (1) ·
101 (1) ·
11500 (1) ·
120 (1) ·
1260 (1) ·
13000 (1) ·
13500 (1) ·
14000 (1) ·
17000 (1) ·
171500 (1) ·
21000 (1) ·
2599 (1) ·
3000 (1) ·
3200 (1) ·
3400 (1) ·
4 (1) ·
4000 (1) ·
4200 (1) ·
4800 (1) ·
5 (1) ·
5000 (1) ·
5200 (1) ·
5300 (1) ·
5800 (1) ·
6 (1) ·
6400 (1) ·
6800 (1) ·
6892 (1) ·
7300 (1) ·
8600 (1) ·
9350 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
10 (1) ·
10063 (1) ·
11798 (1) ·
11958 (1) ·
121 (1) ·
12666 (1) ·
14921 (1) ·
150 (1) ·
15000 (1) ·
16222 (1) ·
180 (1) ·
19952 (1) ·
20 (1) ·
200 (1) ·
2186 (1) ·
22555 (1) ·
23422 (1) ·
24290 (1) ·
29495 (1) ·
297552 (1) ·
3145 (1) ·
36435 (1) ·
4 (1) ·
5205 (1) ·
5552 (1) ·
5899 (1) ·
6 (1) ·
6000 (1) ·
6940 (1) ·
8328 (1) ·
9 (1) ·
9022 (1) ·
9196 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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