Drilldown: bridge data
From Indian River Lagoon Project
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- 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:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'E-3 Canal ' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Navy Canal ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'RELIEF CANAL ' (1) ·
'S. R. 714 ' (1) ·
'S.R. 714 ' (1) ·
'Spruce Creek ' (1) ·
'SR-68 ' (1) ·
'SR-9 (I-95) ' (1) ·
'St. Johns River ' (1) ·
'Ten Mile Creek ' (1) ·
'Turnbull Creek ' (1)
'6TH AVE SO. WB ' (1) ·
'Bellevue Ave ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'COLUMBUS DR. ' (1) ·
'CONGRESS AVE SB ' (1) ·
'DARWIN BLVD ' (1) ·
'Emerson Drive ' (1) ·
'GETTYSBURG DR ' (1) ·
'Graham Road ' (1) ·
'GRANDVIEW WAY ' (1) ·
'JEANNE AVE ' (1) ·
'KESTOR DR ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'Park Road ' (1) ·
'Patti Drive ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-415 ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR-5A ' (1) ·
'SR-808 Glades Road' (1) ·
'UNDALLO RD ' (1) ·
'WALLIS ROAD ' (1) ·
'WB SR-70 ' (1)
Number 008:
'.5mi East US1 Lakeworth ' (1) ·
'.75 MI. S. of US-92 ' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Just North of SR70 on I95' (1) ·
'NB I-95 / SR 714 ' (1) ·
'SB I-95 / SR-714 ' (1) ·
'SR-415 - St. Johns River ' (1)
Latitude 016:
Longitude 017:
100 (1) ·
101 (1) ·
10516 (1) ·
110 (1) ·
115 (1) ·
1200 (1) ·
13900 (1) ·
18000 (1) ·
21500 (1) ·
250 (1) ·
2500 (1) ·
2600 (1) ·
27251 (1) ·
28500 (1) ·
29307 (1) ·
29500 (1) ·
3000 (1) ·
3026 (1) ·
31669 (1) ·
322 (1) ·
33000 (1) ·
3600 (1) ·
500 (1) ·
5000 (1) ·
62000 (1) ·
625 (1) ·
6700 (1) ·
720 (1) ·
7896 (1) ·
9150 (1) ·
9300 (1)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
1000 (1) ·
1041 (1) ·
107570 (1) ·
11624 (1) ·
13145 (1) ·
150 (1) ·
15875 (1) ·
16136 (1) ·
1700 (1) ·
174 (1) ·
1900 (1) ·
19085 (1) ·
2000 (1) ·
31230 (1) ·
373 (1) ·
37302 (1) ·
400 (1) ·
4000 (1) ·
4320 (1) ·
4510 (1) ·
47280 (1) ·
49448 (1) ·
50848 (1) ·
511825 (1) ·
5205 (1) ·
54946 (1) ·
57255 (1) ·
6000 (1) ·
880 (1) ·
9128 (1)
Showing below up to 41 results in range #1 to #41.
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