ICW Information by ICW Statute Mile Marker
STM 801 to 900


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Latest Update: 2 Nov 2016

Note: Cruisers can check real-time water levels in the Indian River Lagoon

STM: 803.1
Fixed Bridge: Palm Coast Parkway
Transit reports, SV Onward:

Date

Time
HB N
HB S
EEH
Tide
Fenders
Comment

31-Oct-16

1000
65.0
65.0

0.2 @ Flagler Beach

VHF tipped S beam

STM: 810.7
Fixed Bridge: Flagler Beach
Transit reports, SV Onward:

Date

Time
HB N
HB S
EEH
Tide
Fenders
Comment

31-Oct-16

1050
64.0
64.0
65.5

0.2 @ Flagler Beach

WL just below top of 5th FB
VHF flicked S beam; -4-6"


STM:
Double-Bascule Bridge: LB Knox
Note: Open on Request


STM: 824.9
Fixed Bridge: Ormond Beach
Transit reports, SV Onward:

Date

Time
HB N
HB S
EEH
Tide
Fenders
Comment

14-Nov-10


64
64

~64.75

0.7 @ ICW Ormand Beach Halifax R ICW
WL @ top to bottom of 5th FB
0.75 to 1' of VHF hit beams

14-Nov-14

1242
64.8
64.8
>65.75

0.3' @ Ormand Beach Halifax R ICW

VHF cleared beams. Transit made on E side of CL

31-Oct-16

1248
64.1
64.1
64.75

0.7 @ ICW Ormand Beach Halifax R ICW

~1' of VHF hit beams

  • Note:
  • Tide data (Nov 09) reports minimal tidal swing in this area.


Ormond Bridge N Height Board 14Nov10


Ormond Bridge S Height Board 14Nov10


STM: 829.2
Fixed Bridge: Seabreeze
Transit reports, SV Onward:

Bridge

Date
Time
HB N
HB S
EEH
Tide
Fenders
Comment

Seabreeze

14-Nov-10


63.0
63.0
>65.75

0.7' @ Ormand Bridge, Halifax R ICW; 2.6'@Daytona; 2.0 @ Ponce de Leon Inlet

WL @ ~top of 4th FB
VHF clearned beams on CL
Seabreeze

14-Nov-14

1242
64.8
64.8
>65.75

0.3'@ Ormand Bridge Halifax R ICW

VHF clearned beams on E side of CL
Seabreeze

31-Oct-16

1320
63.0
63.0
>65.75

0.7 @ ICW Ormand Beach

VHF cleared N bridge ; ~0.25' hit S beams

Note:
  • E side of channel appears to have greater clearance. May be an optical illusion.


Seabreeze N Bridge N Height Board 14Nov10


Seabreeze N Bridge S Height Board 14Nov10


Seabreeze S Bridge; S Height Board 14Nov10


Seabreeze S Bridge N Height Board 14Nov10


Onward clearing the Seabreeze N Bridge 14Nov 10; tip of VHF at 65.75' is not touching at center of bridge arch.

Bridge Transit Report: Seabreeze Bridge
Vessel Reporting: Onward
Date: 20 Nov 2009
Report: Height boards read 63.0’. Following the centerline of the concrete arch, the tip of Onward’s VHF antenna (~ 65.25’) did not touch the N bridge and just flicked the arch of the S bridge. The nearby bridge tender related that bridge height boards have apparently been cha
nged to reflect the clearance over the fenders vs the center of the span.

STM: 829.7
Double Bascule Bridge: Datona Beach Main Street
Note: VHF-09 A great bridge tender!


STM: 830.2
Fixed Bridge: C Carlton Black
Transit reports, SV Onward:

Date

Time
HB N
HB S
EEH
Tide
Fenders
Comment

20-Nov-09


62.25
62.25
>65.75


WL @ bottom of 5th FB
VHF cleared beam on CL of arch

14-Nov-10


62.25

>65.75

2.0' @ Ponce de Leon inlet

WL @ bottom of 5th FB
VHF cleared beam on CL of arch

31-Oct-16

1330
62.8
62.8
>65.75


WL @ top of 6th FB
VHF cleared beam on CL of arch
Note:
  • 20 Nov 2009 The nearby bridge tender related that bridge height boards have apparently been changed to reflect the clearance over the fenders vs the center of the span.
  • The lights on the CL hang below beam and have wire loops to E on N and W on S sides.



Carlton Black Bridge N Height Board 14Nov10


Carlton Black S Height Board 14Nov10

STM: 830.6
Double Bascule Bridge: Daytona Beach Memorial
Note: 31Oct16; the Memorial bascule bridge has been removed and the channel is open. Construction is underway on a high rise fixed bridge to replace it.

STM: 830.7
Nav. Marker / Location: Memorial Bridge Anchorage

STM: 835.5
Fixed Bridge: Port Orange
Transit reports, SV Onward:

Date

Time
HB N
HB S
EEH
Tide
Fenders
Comment

20-Nov-09


63.25
63.25
~65.25


WL @ middle of 5th FB
~0.5' of VHF hit beams

14-Nov-14

1445
63.1
63.1
~64.75

2.4' @ Ponce de Leon inlet; just after HT

WL @ top of 5th FB
~1' of VHF hit beams. Hanging center lights with loops. Made SB transit on NW to SE diagonal.

31-Oct-16

1410
63.75
63.75
~65.0

1.0 @Ponce de Leon inlet

WL at middle of 5th FB
~0.75' of VHF hit beams

STM: 838+; Shoaling
  • 31 Oct16 @ 1425; Saw 7.1' near G69
STM: 838.0 - 847.0
Nav. Marker / Location: Ponce de Leon Inlet
Vessel Reporting: Onward
Date: 20 Nov 09
Report: There are four buoys, 1-4 marking channel approach from the N. Saw a minimum of 14'. Dredging underway last year is complete.

STM:
842.3
Nav. Marker / Location: Rockhouse Ck Anchorage
Vessel Reporting: Onward
Date: 20 Nov 09
Report: Anchored at W mouth of cut in 10-15'. Due to current and wind interaction boats needed greater separation to account for uncoordinated movement of boats at anchor.

STM:
845.0
Single-Bascule Bridge: George Munson


STM:
846.5
Fixed Bridge: Harris Saxon
Transit reports, SV Onward:

Date

Time
HB N
HB S
EEH
Tide
Fenders
Comment

21-Nov-09


66.0
66.0
>65.75

1.6' @ Ponce de Leon inlet

WL @ top of 4th FB
VHF clear

31-Oct-16

1535
67.0
67.0
>65.75

WL below 4th FB

VHF clear

STM:
869.1
Nav. Marker / Location: Allenhurst Bridge; Haulover Canal
Double Bascule
Opens on request

STM: 876.6
Single-Bascule Bridge: NASA RR
Note: Remotely operated; Normally open

STM: 878.7
Fixed Bridge: Titusville [Formerly Max Brewer Swing Bridge]
Transit reports, SV Onward:

Date

Time
HB N
HB S
EEH
Tide
Fenders
Comment

15-Nov-14

1100
66.5
66.5
>65.75
NTA
NFB

1-Nov-16
0930
66.2
66.2
>65.75
NTA
NFB
3 lights on each side haing below beams with wire loops to W










STM: 885.0
Double-Bascule Bridge: NASA Causeway / Addison Point


STM: 893.7
Nav. Marker / Location: Canaveral Barge Canal Junction

STM: 894.0
Fixed Bridge: City Point
Transit reports, SV Onward:

Date

Time
HB N
HB S
EEH
Tide
Fenders
Comment

21-Nov-09

1430
64.25

~64.75
NTA

WL @ middle of 4th FB

~1' ov VHF hit beams on N span; < 0.25' on S beam of S span

1-Nov-16

1130
64.4

~64.5
NTA

WL below top of 4th FB.

~1.25' of VHF it beams of N span which is lower than S

STM: 897.6
Fixed Bridge: Cocoa

1 Nov 2016; Serious Hazard; Caution!
Note:
A contractor is performing maintenance on the Cocoa Bridge. The USCG LNTM states that the contractor is required to keep half of the navigable channel unobstructed and with a full 65' clearance. Experience today shows THIS IS NOT BEING DONE. At more than 1/2 the navigable channel is obstructed by a work barge and ~2/3 of the navigable channel is obstructed vertically by the devices used to catch falling debris and by the cables used to support them. These support cables have been pulled up over part of the open channel but there was a loose cable end hanging on the W side. This has narrowed the channel with full 65' clearance to < 25% of the original channel width. The contractor is not responding to calls on channel 13. I reported the incident to USCG Sector Jacksonville.

Transit reports, SV Onward:

Date

Time
HB N
HB S
EEH
Tide
Fenders
Comment

21-Nov-09

0700
63.1
63.1
~64.75
NTA

WL @ middle to bottom of 4th FB

~1' of VHF hit beams.

15-Nov-14

1335
64.0
64.0
~64.75
NTA

WL @ middle of 4th FB

~1' of VHF hit beams.

1-Nov-16

1200
63.75
63.75
~65.0
NTA

WL @ middle of 4th FB

Danger: contractor has cables across navigable channel that reduce vertical clearance. ~0.75' of VHF hit beams

Notes:
  • Nov 2009; High Priority, a sister ship to Onward, reported that they had safely passed under the bridge about 12 Nov 09 at a HB reading of 62’.
  • Between the Nov 09 passage report and the Nov 2014 and 2015 reports, apparently the height boards were changed to read about 0.5' more clearance at the same water level as they did in 2009.


Cocoa Br. N; Nov 2009


Cocoa Br. S; Nov 2009


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