Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'BOYNTON CANAL ' (1) ·
'C-54 Canal ' (1) ·
'Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR-712 Midway Road ' (1) ·
'Drainage Canal ' (1) ·
'E-2W CANAL ' (1) ·
'E-4 Canal ' (1) ·
'Gatlin Blvd ' (1) ·
'I-4 ' (1) ·
'Indian River / ICW ' (1) ·
'L-5 CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'S. R. 714 ' (1) ·
'S.R. 714 ' (1) ·
'Spruce Creek ' (1) ·
'SR 70 ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-406 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Johns River ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1)
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CR-512 ' (1) ·
'Graves Ave ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Island Drive ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Lake Ashby Road ' (1) ·
'LYONS ROAD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Boynton Road ' (1) ·
'Old Dixie Highway ' (1) ·
'Orange camp Rd. ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR A1A ' (1) ·
'SR-415 ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'WB SR 786 ' (1)
Number 008:
'.1 Mile W of US-A1A ' (1) ·
'.5 miles South of SR-70 ' (1) ·
'.5mi E. of Indian R Dr. ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1st overpass east of I-95' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'200ft. East of SR-415 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'Buffer Preserve Drive ' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 over Midway Road ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'NB I-95 / SR 714 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SB I-95 / SR-714 ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-415- St.Johns River ' (1)
Latitude 016:
Longitude 017:
1000 (1) ·
12500 (1) ·
12600 (1) ·
13250 (1) ·
1340 (1) ·
14600 (1) ·
14878 (1) ·
1500 (1) ·
15500 (1) ·
15700 (1) ·
16000 (1) ·
16297 (1) ·
172 (1) ·
18500 (1) ·
19500 (1) ·
20150 (1) ·
21000 (1) ·
21382 (1) ·
21500 (1) ·
22200 (1) ·
28500 (1) ·
29000 (1) ·
32250 (1) ·
35500 (1) ·
37006 (1) ·
37250 (1) ·
38250 (1) ·
38750 (1) ·
39250 (1) ·
40250 (1) ·
6250 (1) ·
7300 (1) ·
910 (1) ·
9150 (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)
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)
10844 (1) ·
1092 (1) ·
1250 (1) ·
12666 (1) ·
15875 (1) ·
1603 (1) ·
1800 (1) ·
20700 (1) ·
208 (1) ·
22989 (1) ·
25331 (1) ·
25813 (1) ·
26893 (1) ·
27240 (1) ·
27760 (1) ·
28275 (1) ·
32098 (1) ·
33832 (1) ·
34960 (1) ·
36435 (1) ·
37098 (1) ·
37302 (1) ·
38517 (1) ·
4858 (1) ·
49448 (1) ·
50315 (1) ·
55954 (1) ·
61593 (1) ·
64205 (1) ·
64629 (1) ·
66364 (1) ·
67231 (1) ·
68099 (1) ·
69834 (1) ·
73000 (1)
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