Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'14TH STREET CANAL ' (1) ·
'BESSEY CREEK ' (1) ·
'Burns Road ' (1) ·
'C-15 Canal ' (1) ·
'C-17 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'E-1 Canal ' (1) ·
'E-2W Canal ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'KRUEGER CREEK ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD L30 Canal ' (1) ·
'M-1 CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 91 TPK ' (1) ·
'ST. LUCIE RIVER ' (1)
'CR-603-IND RIV BLV' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 125.4 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'EB SR 704 ' (1) ·
'Hagen Ranch Road ' (1) ·
'Island Way ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'Stribling Way ' (1) ·
'W/B Atlantic Ave ' (1)
884054 (1) ·
890079 (1) ·
890082 (1) ·
890085 (1) ·
890119 (1) ·
890120 (1) ·
930159 (1) ·
930184 (1) ·
930210 (1) ·
930223 (1) ·
930235 (1) ·
930239 (1) ·
930241 (1) ·
930334 (1) ·
930440 (1) ·
930442 (1) ·
930521 (1) ·
934116 (1) ·
934177 (1) ·
934301 (1) ·
934958 (1) ·
937367 (1) ·
944011 (1) ·
944012 (1)
'.7mi. E of Congress Ave. ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'StriblingWay ovr E-1canal' (1)
26251444 (1) ·
26252840 (1) ·
26271450 (1) ·
26290179 (1) ·
26360866 (1) ·
26371314 (1) ·
26380939 (1) ·
26422136 (1) ·
26434195 (1) ·
26450626 (1) ·
26474455 (1) ·
26485165 (1) ·
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26561000 (1) ·
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26581931 (1) ·
27023878 (1) ·
27033219 (1) ·
27102733 (1) ·
27115100 (1) ·
27192572 (1) ·
27193001 (1) ·
27373700 (1)
80042484 (1) ·
80043390 (1) ·
80052490 (1) ·
80052546 (1) ·
80054982 (1) ·
80075399 (1) ·
80080366 (1) ·
80082400 (1) ·
80090356 (1) ·
80094882 (1) ·
80095581 (1) ·
80101893 (1) ·
80102470 (1) ·
80102980 (1) ·
80104223 (1) ·
80121322 (1) ·
80135529 (1) ·
80135670 (1) ·
80142214 (1) ·
80142789 (1) ·
80184796 (1) ·
80195964 (1) ·
80200618 (1) ·
80224294 (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)
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)
10800 (1) ·
119194 (1) ·
136198 (1) ·
14314 (1) ·
148776 (1) ·
15040 (1) ·
1730 (1) ·
1735 (1) ·
175235 (1) ·
20855 (1) ·
26459 (1) ·
27000 (1) ·
28454 (1) ·
36435 (1) ·
43202 (1) ·
5500 (1) ·
55954 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1)
Showing below up to 24 results in range #1 to #24.