bent no. (bent no.) - · pdf fileport of astoria pier 2 note: ... note: bent #229 not used...

Port of Astoria Pier 2 Note: Replaced sections/ columns highlighted orange Bents with Good Land Access

Results of Inspection 9/2015 & 1/2016, 9/2016 Current totals as of 9/15/2016 Updating as of 10/7/2016 Need Deck Assessment from Gerrard/Swanstrom

27 40 66 87

103 Access hatch in deck

#22527 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 118

Bt F - A 534 122 14 35 56 2 0 1 18 2 0 0 1530 240 0 0 2680 50 0 0 0 0 0 0 0 0 0 0 287 Access through Hole

Bt 1 - 50 4878 1081 56 90 729 39 37 23 419 4 37 10 17995 3757 8 0 23856 750 0 0 0 30 0 0 0 1 0 0

Bt 51 - 84 6469 0 10 36 643 1 10 25 441 0 12 10 15012 0 0 0 17808 0 0 0 0 10 0 0 0 20 0 0

Totals 11347 1081 66 126 1372 40 47 48 860 4 49 20 33007 3757 8 0 41664 750 0 0 0 40 0 0 0 21 0 0

#22452 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4

Bt 85 - 90 805 0 14 53 113 0 2 6 85 0 5 0 0 2592 0 0 0 3456 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Bt 91 - 110 3316 0 2 169 294 0 13 22 237 1 7 5 0 7464 0 0 0 7936 0 0 0 62 0 0 0 0 0 0 0 0 0 0

Bt 111-146 5810 767 207 481 607 19 13 25 375 3 15 37 0 11292 28 8 0 22656 0 0 34 212 0 1 0 2 0 0 0 3 0 0

Bt 147-201 4246 6 8 64 709 82 50 17 0 0 0 0 0 23496 0 0 0 28518 10 0 30 343 10 0 2 2 0 0 5 7 5 0

Totals 13372 773 217 714 1610 101 76 64 612 4 22 42 0 42252 28 8 0 59110 10 0 64 617 10 1 2 4 0 0 5 10 5 0

#22526 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4 CS1 CS2 CS3 CS4

Bt 202 - 232 0 4659 19 188 466 0 5 10 318 0 17 83 0 10030 50 0 0 15824 0 0 0 0 0 0 0 0 0 0 0 1258 0 86

Bt 233 - 273 2626 0 267 1170 524 7 5 53 378 15 36 112 0 14672 40 96 0 1824 0 0 0 0 0 0 5 0 0 0 0 14442 36 526

Bt 274 - 308 0 6 134 742 437 21 1 41 257 6 26 86 0 12768 360 0 0 3858 0 0 0 0 0 0 9 0 0 0 0 11644 426 1020

Totals 2626 4665 420 2100 1427 28 11 104 953 21 79 281 0 37470 450 96 0 21506 0 0 0 0 0 0 14 0 0 0 0 27344 462 1632

NOTE: Bent #229 not used

Assumptions: As labeled in field

1 Timber Caps, Girders, Decks were in CS1 if not identified as anything worse. If there's only one number, Original Orange Paint and placards

2 Same for Steel Caps and piles and RC Deck; missing columns aren't counted Bent #, correct as of UW

3 Timber Piles, Columns and Steel Piles were in CS1 if not identified as anything worse. Inspection: As determined by lidar

This may or may not be a reasonable assumption (original dwg)

It is based on the idea that we inspected many more piles than girders and caps \\7de7400gl\share\AstoriaPier2\1-25-2016

Note: Posts & Caps are 14 x 14, Therefore 5x-4r-5x = CS2, 3x-8r-3x = CS3

Piles are 14" dia. Therefore 3x-8r-3x = CS3, 2x-10r-2x = CS3 \\S7000b\BridgeMgmt\Images_Other\Port_Astoria_9_15_photos

10% Bearing loss considered CS2 for this purpose, >50% = CS4 (1 ft/ timber cap)

\\7de7400cw\SHARE\Port of Astoria \\S7000b\BridgeMgmt\Images_Other\Port_Astoria_1_16_photos

Aug-16

Steel pile(each)Timber Cap (lf) Timber Pile (each) Timber column (each) Timber Girder (lf) RC Deck (sf) Steel Cap (lf)

Timber Deck (sf)

Steel pile(each)

Timber Cap (lf) Timber Pile (each) Timber column (each) Timber Girder (lf) RC Deck (sf) Steel Cap (lf) Steel pile(each)

Timber Cap (lf) Timber Pile (each) Timber column (each) Timber Girder (lf) RC Deck (sf) Steel Cap (lf) Steel column (each)

Bent No.(Bent No.) (Bent No.)

Port of Astoria Pier 2 Cross Bracing & Girders generally not pictured Green Remaining Bearing #22452 1/4

Results of Inspection 9/2015 & 1/2016 3-4 girders per pile. Girders are 13.5" x 6" Red Section Loss

BEGIN BRIDGE 22452 Caps are 14" x 14" Unless otherwise noted, piles & columns - CS1, caps & girders - CS2

14" Dia Between Piling 4 Between Bents 8 piles 18

Notes: 6" overhang of girders

Green Text Remaining Bearing

14" Dia Between Piling 4 Between Bents 10 ft piles 17


Bent 85

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Bent 86

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

4x-6

r-4x

0%

R

4x-6

r-4x

R

25'

0% 0%

0% 0% 0%80% 0% 0% 0% 0%0% 50%

26'75% 70% 0%0% 0% 75% 0% 80%0% 70%

0% 0% 0%

14" Dia Between Piling 5 Between Bents 8 piles 17


14" Dia Between Piling 4 Between Bents 8 Piles 19


There is a series of wooden platforms in front of bents 88-107 making boat access impossible.

Bent 87

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

She

llS

hell

3x-8

r-3x

Bent 88

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

She

ll

4x-6

r-4x

R

R

4x-6r-4x

R

4x-6r-4x

R

4x-6

r-4x

R

Floating platforms in the way

CS3

30'75% 70% 0%0% 0% 75% 0% 80%0% 70%

30'

50% 25% 0%10% 60% 50% 50% 25%







Bent 89

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Bent 90

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

4x-6

r-4xR

28'

28'

75% 25% 0%0% 0%50% 0% 0%

She

ll

R

75%

75% 25% 0%0% 0%50% 0% 0%75%

Shell

Shell

She

llR

She

ll

R

She

ll

R

Port of Astoria Pier 2 Cross Bracing & Girders generally not pictured Green Remaining Load Bearing #22452 2/4


BEGIN BRIDGE 22452 Caps are 14" x 14" Unless otherwise noted, piles & columns - CS1, caps & girders - CS2

14" Dia Between Piling 8 Between Bents 10






From Rick's notes, it looks like the sill partially protudes into or out of the bent with 100% bearing on the vertex

(91)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

3x-8

r-3x

3x-8r-3x

(92)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

She

ll

3x-8

r-3x

50%

R

R

R

cs4 split

3x-8

r-3xR

8 ft

0%50%

26'

27'50%0%0% 0%0%0% 0%

30%10%70% 0%60%0% 0%50%0% 0%

4x-6

r-4xR

14" Dia Between Piling 4 ft Between Bents 10 ft



14" Dia Between Piling 6 Between Bents 10 ft



(93)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

She

ll &

Saw

cutt

4x-6

r-4x

(94)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

4x-6

r-4x

cs4 split

3x-8r-3x

26'0%50%0% 0%75%0% 25%0%0% 0% 0%

26'

3' O.C.1'6'

0%25%50% 0%75%0% 0%0%30% 0% 50%

0%0%0%







(95)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

4x-6

r-4x

She

ll

(96)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

R

R

3x-8

r-3x

3x-8

r-3x

0%5%0% 0%60%0%

cs3 split/ rot

30% 70%0%0% 0%

26'

0%20% 0%0%0%10% 40% 50%0% 0%

24'0% 0%







There is an access hatch between bents 102 & 103 near pile 1

(97)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

She

ll

(98)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

4x-6

r-4x

She

ll

She

ll

She

ll

She

ll

CS4 Split

6-8"R

6-8"R

Dolphin at end of this Bent

8'

24'

0% 0%0%0%50% 70% 70%0% 0% 0% 0% 0%

0% 0%0%0%50% 70% 70%0% 0% 0% 0% 0%24'

She

ll




There is an access hatch between bents 102 & 103 near pile 1




(99)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

4x-6

r-4x

She

ll

(100)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

She

ll

She

ll

6-8"R

6-8"R

Steel Cap

0% 0%0%0%50% 70% 70%0% 0% 0% 0% 0%23'

32'

Steel Cap

0%0%0%0% 70% 70%0% 0% 0% 0% 0%




Sheetpile Backwall Starts Here




(102)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

4x-6

r-4x

(101)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

0%

% remaining bearing

4 dry

4 dry

25% 0% 0% 0% 10% 0% 10% 10% 0%20%

Rot at x-beam

0% 0% 60% 0% 20% 0% 30% 0% 0% 0%40%

% remaining bearing

20'

20'

29'

32''Divers: Critical priority to repair Bent 3/2016

Divers: Critical priority to repair Bent 3/2016

She

ll

She

ll

She

ll

She

ll

Replaced (was CS4 rot see picture))


There is an ACCESS Notes: 6" overhang of girders, severe bearing loss this bent

HATCH at Backwall There is a series of wooden platforms in front of bents 90-107 making boat access impossible.




(103)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19

4x-6

r-4x

4x-6

r-4x

4x-6

r-4x

(104)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

4x-6

r-4x

She

ll She

ll

Steel Cap

Steel Girder at end

Ladd

er b

etw

een

104

&10

5

70% 0% 0% 90% 0% 20% 0% 60% 0% 0%60%

100% 0% 90% 0% 0% 0% 50% 0% 0% 90%100%20'

24'

% remaining bearing

29'

29'Divers: Critical priority to repair Bent 3/2016


50% 50% 50% 50% 50%

Replaced (was 4-6-4)

Replaced(No Previous Problems)





There is a fiberglass form underneath the deck

(105)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

She

ll

(106)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

4x-6

r-4x

4x-6

r-4x

Steel Girder at end

Steel Girder at end

Steel Cap

6-8"R

20% 10% 0% 10% 10% 0% 60% 0% 0%0%

29'

24'50%0%

0% 20% 60% 0% 0% 20% 0% 40% 0%20%

32'

24'

0%



Replaced(Previously a Shell)

4x-6

r-4x

4x-6

r-4x


Notes: 6" overhang of girders(107)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

Steel CapSteel Caps

Steel girder

large cleats

yellow plackard

60% 0% 0% 20% 0% 0% 0% 0%00%

32'

28'

60%

Split x-Brace

CS4R


Replaced (Previously a Shell)

4x-6

r-4x

Port of Astoria Pier 2 Cross Bracing & Girders generally not pictured Blue Bearing Loss #22452 3/4

Results of Inspection 9/2015 & 1/2016 Shimmed 3-4 girders per pile. Girders are 13.5" x 6" Red Section Loss

BRIDGE 22452 Caps are 14" x 14" Unless otherwise noted, piles & columns - CS1, caps & girders - CS2

14" Dia Between Piling: 4 ft Between Bents: 8 ft

Notes: Excessive Bearing Loss



(108)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19

Cru

shin

g

(109)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

3x-8r-3x4x

-6r-

4x

3x-8

r-3x

ShellR

5-6"RShellRShellR

Girders 20, 21 have non-severe splits

8 ft

Steel Girder at end

0% 0% 0% 0% 0% 0%0%

'

32'

0%0%0%75%

Chunk out of pile

25% 10% 75% 0% 0% 75%

28' or 38'

0% 0%0%0% 0% 25%

% remaining bearing

% remaining bearing



RBI: Urgent priority to repairBent 3/2016

0% 0% 0% 0%0% 0%0%

0% 0% 0%

0% 0% 0% 0%

0% 0%

0%

Replaced (Previously a 4-6-4 with no bearing)

S


Notes: Recent Shimming Below Sill Starts

Denoted with



(110)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19

(111)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19

4-6" decay in cap

3x-8

r-3x

Steel Caps

Can Shim to aleviate Bearing Loss

ShellRShellRShellRShellR

ShellR

0% 0% 0% 0% 0% 80%

28'

0% 30%0%25% 0% 40%

#20

#20

75% 10% 0% 0% 0% 0%

30'

0% 0%20%75% 0% 0%

% remaining bearing

% remaining bearing



RBI: Critical priority to repair Bent 3/2016

0% 0% 0% 0% 0% 0% 0%

Replaced (Previously 4-6-4 & Shell)

ShellR

S

S S S

S S S


Notes:


Notes:

(112)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19

She

ll

Crushing/ Bulging timber Cap Girder #20 has large crack

(113)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Steel Caps

She

ll

yellow plackard

0% 0% 0% 0% 0% 60%10% 0%0%10% 0%

30% 30% 40% 25% 0% 0%0% 0%20%0% 0% 0%

30'

30'

% remaining bearing

% remaining bearing



RBI: Urgent priority to repair Bent 3/2016

0% 0% 0% 0% 0%0% 0%0%0% 0%

0% 0% 0% 0% 0%

Replaced (Previously no problem)

New

S S S

S S S S


Notes: All Driven Piles


Notes: Firewall/ Seawall north side of bent -- the otherside of which gives unobstructed access to land

(114)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

She

ll

(115)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Access Hole

Steel Caps

6"R 10"R

#21 #22

Broken Girder approx 30 ft from Pile 1. Between Bt. 117 &1186"

Dec

ay

Broken Girder approx 30 ft from Pile 1. Between Bt. 117 &118

4 ft

10% 0% 0% 0% 10% 100%0% 0%0%30% 0% 0%31'

100% 0% 50% 0% 25% 0%5% 0%0%40% 0% 0%31'

% remaining bearing

% remaining bearing



0% 0% 0% 0%

New

S S S SS

S S S SS


Notes:


Notes:

(116)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

4x-6

r-4x

She

ll

Steel Caps

ShellR

6"R10"R

(117)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Steel Cap

R

2-3"

R

4x-6

r-4x

8 ft

Steel girder

Large Cleats

CS4

0% 0% 50% 0% 0% 100%0% 0%0%0% 0%31'

0% 0% 50% 0% 0% 80%0% 0%0% 0%0%0%30'

% remaining bearing

% remaining bearing




0% 0% 0% 0% 0%0% 0%

0% 0% 0%0%0%

S S S SS

S S

0% 0%0%


Notes: GOOD BoAT ACCESS HERE


Notes:

(118)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

50% S.L. from abbrasion

0% 2-3"

R

(119)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

Sheet Pile Backwall continues

pile cut - no bearing100% 2-3"

R

3x-8

r-3x

8" decay in cap4' of (cs4) rot

Steel Cap

3x-8

r-3x

Steel girder

Steel Girder at end

Steel Girder

#19

Missing Pile

25% 0% 0% 0% 80% 0%0% 0%0% 80%0%30'

0%

0% 0% 75% 40% 0% 0%30% 0%0% 60%0%0% 0% 26'

% remaining bearing

% remaining bearing



0% 0% 0% 0%0% 0%

Need Shim

Access Hole

SS S S S S

S S S S


Notes:


Notes:

(120)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

50%

3x-8

r-3x

Cap Shell

ShellR

ShellR

Crushing Corbel (CS4)

(121)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

6-8" Decay

ShellR

ShellR

4x-6

r-4x

4x-6

r-4x

ShellRShellR

Crushed Sill

Steel cap

Steel Girder

Steel Girder

Ladd

er b

etw

een

124

& 1

23

missing pile

0% 0% 0% 0% 0% 0%30% 50%50% 0%5%0%26'

0% 0% 0% 0% 0% 100%0% 0%0% 5%0%

28'

% remaining bearing

% remaining bearing




Sister Post (I don't think it's new)

New Section (see Pictures)

S S

New

S S S


Notes:


Notes:

(122)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

4x-6

r-4x Shell

R

4x-6

r-4x

(123)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

6-8" Decay & Crushing(Cs4)

Crushing Corbel

Steel Girder

Steel Girder

Steel cap

Steel cap

100% 0% 10% 60% 0% 0%10% 0%0% 25%0%26'

0%0%

0% 0% 75% 0% 0% 0%70% 0%0% 10%0%30'

% remaining bearing

% remaining bearing



S S S S

New (was a shell)

Missing

5x-4

r-5x


Notes:


Notes:

Shimming is not

Nailed in, i.e. Temporary

(124)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

Crushing Corbel

(125)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

ShellR

Shell

6-8" Decay (Cs3)

8" Rot (cs3)

ShellR

6-8" Decay (cs3)

Sheet Pile Backwall Ends

Steel Girder

Steel Girder

0% 0% 50% 0% 0% 20%60% 0%0% 0%90%

cs3R

31'

80% 50% 0% 0% 0% 40%0% 0%10% 0%

4" gap

cs3R

31'

% remaining bearing

% remaining bearing




New (was 6" decay)

ShellR

Shell

50%

ShellR

ShellR

ShellR

SS S S

S S


Notes:

New posts still need

shimming


Notes:

Still need shimming above

sill

(126)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

6-8" Decay (cs3)

(127)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

4x-6

r-4x

6-8" Decay (cs3)

Steel Girder

Steel Girder

0% 0% 0% 0% 0% 0%0% 0%80% 0% 70%

0% 0%0%

31'

Missing Pile

0% 0% 0% 0% 75% 0%0% 0%0% 60% 27'

% remaining bearing

% remaining bearing



40% 40% 40% 40% 40%40% 40%

80%

6-8" Decay (cs3)

5x-4

r-5x

SS S S

S S SS S

Needs Shimming

ShellR Shell

R

New

5x-4r-5xR

Mis

sing

5x-4

r-5x

ShellR

SS S S

S S SS S


Notes:

Girders OK

128 is BAD - Rick Shorb


Notes:

(128)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

6-8" Decay (cs3)

(129)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

3x-8

r-3x

6-8" Decay (cs3)

100% 100% 100%

4 Steel Piles, Moderate corrosion

ShellR

ShellR

ShellR

ShellR

Missing Cap - Needs replacement--photo exists from Sept 2015

4' severe split

ShellR

ShellR

Brokencs4

Brokencs4

0% 0% 0% 0% 0%100%30

Steel Cap 15'

0% 0% 0%

Steel Pile CS2

missing pile

CS3 2" Decay

RCS4

R

0% 0% 80% 0% 10%0%

Sill is Missing here. 12" Gap

27

% remaining bearing

Divers: Critical piority to repair Bent 3/2016


RBI/Divers: Critical priority to repair Bent 3/2016

ShellR Shell

R

Crushing Corbel

Shell

50% S.L (Failed)

SS S S

S S


Notes:

14" Dia Between Piling: 6' Between Bents: 8 ft

Notes:

#16

(130)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Shell

0%

(131)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

Shell & crushing 6" decay (cs3)

8" decay

0% 0% 0% 10%

100%

CS3R

CS4Shattered

10' Gap

0%

10%0%

0% 0% 5%

Steel Cap

0% 0% 0% 0% 0% 0% 50%0% 0% 0% 80%

27

25'



RBI/Divers: Critical priority to repair Bent 3/2016

ShellR

0% 0%

Shell & crushing (Urgent)


Notes:


Notes:

(132)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4" decay

40%

(133)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

4" decay (cs3)

10 ft

boom blocksboat access

Split x-Brace

26'

0% 0% 70% 0% 0% 0% 80%50% 0% 80% 20%

100% 0% 10% 50% 80%

0% 50%0% 0%0%0%



0% 40% 40% 40% 40%

40% 40% 40% 40% 40% 40%

Skewed sill

SS S S

6" decay (cs3)

S S S S S S S S S SS

14" Dia Between Piling: 6-7 ft Between Bents: 8 ft

Notes:


Notes:

Need Shimming

(135)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

4" decay (Cs3)

#18

8" decay (cs3)

(134)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

steel cap

ShellR

8 ft



0% 90% 0% 20% 0% 80%

0%0% 70%

0%70% 0%

Bracing not attached at base 23'

0% 100%

0% 90% 0% 0% 0%0% 0%80% 0% 0% 23'



40% 40% 40% 40% 40% 40%

decay around bracing bolt

Needs shimming

6" decay (cs3)

ShellR


Notes: There is a lot of cross bracing in this area There is also some deck leakage

Tree Lodged in

bent


Notes: There is a lot of cross bracing in this area

(136)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

Steel Cap

6" decay (cs3)

#18

6"R

(137)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

Steel Cap

#18 #19

2x-8

r-2x

6 ft

4 ft



CS4 Split

0% 100%

0% 90% 0% 0% 0%0% 0%80% 0% 0%

23'

CS4 Split

0% 60% 0% 10% 0% 60%

0%0% 0%0% 0%25'



New

ShellNeed shimming Need shimming

S S S S SS


Notes:(138)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

Steel Cap

Shim

1/2" Split6" decay

6 ft


80% 80% 0% 0% 0% 10%

0%0% 5%0% 0%

0%

CS4 Split

26'


Shell

Crushing


Notes: Actual Bent # is 139


Notes: Actual Bent # is 140

Narrower round columns & piles

(139)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

Steel CapCS3 Split6" decay

100%

(140)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

Split corbel (Cs3)6" decay

100%

Split 5' to 5' from top. (See picture by G. Leon)ShellR



Ladd

er b

etw

een

143

& 1

44

6"

R - CS4 (broken)

25'0% 20% 0% 0% 0% 20%0% 0%0% 50%

0% 0% 10% 50% 0% 0%0% 10%0% 60%26'



6" decay

0%


Notes:


Notes:

(141)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Steel Cap

100%

(142)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Steel Cap

100%

10 ft

0% 0% 0% 0% 0% 30%40% 0%90% 90%26'

#16

#16

0% 50% 0% 0% 0% 0%0% 60%50% 10%29'



50% S.L.

CS4 Split

CS4 Split

S S S S SS SS

Need shimming

CS4 Split

6" decay


Notes:


Notes:

(143)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12

Steel Caps

6" decay

(144)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

Steel Cap

12 ft

27'

28'

5" Gouge at bottom from dredge

CS4 Split

6" decay

S S S S SS

Split


Notes: Corregated metal deck above girders,


Notes:

(145)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12

Steel Cap

12 ft

6" decay

(146)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

original Yellow Plackard: 150

12 ft

CS3 split

28'

28'

0%

6" decay


Results of Inspection 9/2015 & 1/2016 Girders: 14 x 6.5" Spacing: 20" O.C. Red Section Loss

#22452 Caps are 14" x 14" Unless otherwise noted, piles & columns - CS1, caps & girders - CS2


Notes:


Notes: JOINT with BENT 149 closely spaced with Bent 148

(147)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

30% section loss (see picture)

6x-2r-6xR

(148)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

6x-2r-6xR

50%

26'

6x-2r-6xR

6x-2r-6xR

6x-2r-6xR

26'

6x-2r-6xR

6x-2r-6xR

6x-2r-6xR

6x-2r-6xR

Rotation

6x-2r-6xR

6x-2r-6xR

Rotation & Crushing


Notes:


Notes:

(149)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

(150)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14

36'

39'

#14

Rotation

Rotation & Crushing

R

2x-8

r-2x


Notes:

Corrosion in steel deck with two leaks


Notes:

(151)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14

(152)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

#15

36'

34'

cs3 split

0%


Notes:


Notes:

The backwall here is leaking a lot of water

(153)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(154)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

ShellR

0%

36'

37'

CS2 1" surface decayl

R

Needs Shimming

0%


Notes: Bumper pile at end of this bent is fractured and missing top 8'

201.0619 28.27433 0.140625


Notes: At this point towards increasing bent numbers, the caps are very difficult

to reach

(155)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

14%

ShellR0%

(156)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14

3" S.L.

6x-2r-6x

R

Angled piles this bent to support conc. slab next bent

Steel cap

37'

CS2 1" surface decayl

R

37'

Needs Shimming

0%


Notes:


Notes:

25%

(157)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

CS2 3" Hole

R37'

(157a)

#1 #2 #3 #4

8 ft

Steel Cap

Battered

38'


Notes:

158 & 161 share a first corbel and it is CS4 - included on 161

(158)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

CS3 split

4x-6

r-4x

R

CS3 split through

R

missing pile

Tie DownsShimed

Steel cap

CS3 split for 8 ft

25%

10 sqft exposed &corroded rebar


Notes:

14" Dia Between Piling: 5ft Between Bents: 12 ft

Notes: Radial Bent

(159)

#1 #2 #3 #4 #5 #6 #7 #8 #9

8 ft

CS3 split4x

-6r-

4x

R4x

-6r-

4x

(160)

#1 #2 #3 #4

10 ft

Spacer between wall & PIleIs a shell

Steel cap

Shimed

CS2 split

CS3 split for 8 ft

#5

CS3Split w/ hole

CS3 LargeSplit

CS3Large Split


Notes: Radial Bent


Notes: Radial Bent

40%

(161)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11

8 ft

3" S.L.

(162)

#1 #2 #3 #4 #5 #6

8 ft

ShellR

33'

33'

CS4

R


Notes: Numbered Bent 160 is actually the 155th Bent

intersects other bents at back


Notes: Numbered Bent 160 is actually the 155th Bent

Not itntersected with other bents

Bent 163

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12

8 ft

Bent 164

#1b

#2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14

Exposed rebar in deck

5x-4

r-5x

50% 50%

34'

0% Shifted off cap

Chair Pile

#1a

CS3 SplitR

34'


Notes:


Notes: there's a lot of large piping between bents 170, 171 & 172 Numbered Bent 170 is actually the 163rd Bent

Bent 165

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

ShellR

(166)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

Access Hatch & Ladder

5x-4r-5xR

1" split (CS4)

R

34'

CS3 split

R

5x-4

r-5x

4" check CS2

Steel Cap

CS4 Possibly broke when Driven

#16 #17

33'

20%


Notes:(167)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

ShellR

One Cap (timber) Steel Capsplit (Cs4)

3 Steel Pile

31'

5x-4

r-5x

RR

3x-8

r-3x


Notes:(168)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

Split &Shell, Crushing

R

CS3 split

#16 #17

31'R

5x-4

r-5x

ShellR


Notes: Can walk on bracing at these bents


Notes: Major Leakage in deck around pile 2

deck

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #16

(169)

CS3 split

R

5x-4

r-5x

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(170)

#15

CS2 CHECKS

33'

#16

33'

4" check CS2

Steel caps

Split/ Shell (cs4)


Notes:


Notes:

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(171)Crushing (cs4)

R

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(172)

steel pile 12" dia

Steel Cap

R

3x-8

r-3x


3 steel columns

3/4" x 3" check

34'

4 dry

#16

R 3x-8

r-3x

#16

1/2" wide split CS2

34'

CS2 6'


Notes:

1" Split


Notes: deck leaks

1" Split

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(173)

steel column 12" dia

Steel Cap

R

3x-8

r-3x

25% 25%

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(174)Steel Cap

R

3x-8

r-3x

25% 25%

Crushing RBI: Urgent priority to repair Bent 3/2016

#16

31'

31'

4 dry

4 dry

#16

0%

R

5x-4

r-5x

R

12-1

0r-2

x


Notes: deck leaks


Notes: Deck leaks

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(175)Steel Cap

75% 60%

Crushing

25%

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(176)Steel Cap

25% 60%

Crushing

25%



32'

33'

4 dry

4 dry

Steel Cap

CS3 Check

3x-8

r-3x

R

R

5x-4

r-5x

Hole drilled for ladder access


Notes:


Notes:

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(177)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(178)

32'

33'

3 dry

4 dry

#16

#16

20% Section LossCS3

Steel CapDrainage pipe with broken connection over pile 3

Drainage pipe with broken connection over pile 3 see pictures


Notes:


Notes:

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(179)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(180)

36'

4 dry

29'

4 dry

Seawall

Steel cap

Steel Columns

#16 #17

CS3 Split


Notes:


Notes:

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14

(181)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(182)

CS3 8"

29'

4 dry

Steel cap

37'

CS3 6"Check/ Split

Steel Column

Steel cap

10%

60%60%60%


Notes:


Notes:

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(183)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(184)

#16

32'

#16

33'

R

5x-4

r-5x

Crushing

R

3x-8

r-3x


Notes:


Notes:

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(185)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(186)

33'

Steel Cap , columns

#16

33'R

5x-4

r-5x

R

5x-4

r-5x

CS3 Split


Notes:


Notes:

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(187)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(188)

30'

Steel Cap , columns

Firewall

#16

30'

1" deep check, CS2

4x-6r-4x


Notes:


Notes: Bents labeled 197-209 extend to bent labeled 230 (and are labeled 210 - 229)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

6 ft

#14 #15

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

6 ft

#14 #15

(190)

#16

#16 #17

(189)

CS2 CS2 CS2 CS2 CS2 CS2 CS2 CS2 CS2 CS2 CS2 CS236'

Decay

Steel Cap

Steel Cap

35'

CS2 CS2 CS2 CS2 CS2 CS2





#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

6 ft

#14 #15

(191)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

6 ft

#14 #15

(192)

#16 #17 #18

#16 #17 #18 #19#20

34'

CS2 CS2 CS2 CS2 CS2 CS2 Steel Cap, columns & sillCS3 CS3 CS3

CS2 Check

CS2 CS2 CS2CS2CS2 CS2

34'

CS2



The other end of bent 201 is labeled 230




#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

6 ft

#14 #15

(193)

#16 #17 #18 #19#20 #21

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

6 ft

#14 #15

(194)

#16 #17 #18 #19 #20 #21 #22

33'

CS2 Check

CS2 Check

CS2 Check

CS2 Check

#23 #24

27'

CS2 CS2 CS2 CS2







#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

6 ft

#14 #15

(195)

#16 #17 #18 #19#20 #21 #22

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

6 ft

#14 #15

(196)

#16 #17 #18 #19#20

28'

CS2 CS2 CS2 CS2

CS2 Check

CS2 Check

CS2 CheckCS2 CS2 CS2

CS2 CS2

Steel Cap, columns & Sill

28'





Notes:

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

#14 #15

(197)

#16

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

8 ft

(198)

25'

CS2 CS2 CS2 CS2CS2 CS2

25'

CS2 CS2 CS2 CS2 CS2


#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12

8 ft

(199)

28'


Notes:


Notes:

#1 #2 #3 #4 #5 #6 #7 #8 #9

8 ft

(200)

#1 #2 #3

4ft

Bent 199A

Overhang/missing piles

28'25'

CS2 CS2 CS2CS2


Notes:

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11

After Bent 200 (201)

(12 piles 3

8 ft

#12Missing

Plan View

Batter Piles

CS2 CS2 CS2


Results of Inspection 9/2015 & 1/2016 Girders: 14 x 6.5" Spacing: 20" O.C. Red Section Loss No Bent 229

Structure #22526 Caps are 14" x 14" Unless otherwise noted, piles & columns - CS1, caps & girders - CS2

Note that Bents numbered on the site as 210-229 are just the other end of bents 201 to 189. See figure

14" x 14" Square Between Piling (ft): 4 Between Bents (ft): 10 Piles 15

Notes:Bent 202

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

14" x 14" square posts

Cedar Piling

Timber Sills are 6" x 14'

8 ft


Notes: Between 203 & 204 the deck is blowing out (see pictures)


Notes: Between 203 & 204 the deck is blowing out (see pictures)

Bent 203

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15


Cedar Piling


Bent 204

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15


Cedar Piling


#16 #17

0% 0% 100% 5% 10% 10% 10% 0% 40% 50% 0% 0% 0% 0% 10% 10% 50%

8 ft

50% 40% 0% 5% 00% 0% 10% 10% 60% 50% 25% 50% 10% 50% 50%

8 ft

5x-4

r-5x

R

She

ll

R


Notes:


Notes:

Bent 205

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15


Cedar Piling

Timber Sills are 6" x 14'3x-8

r-3x

R

Bent 206

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15


Broken Sill

Timber Sills are 6" x 14'She

ll

R

Shell for 10'


2z-8

r-2x

R

8 ft

50% 0% 0% 0% 0% 10% 50% 10% 30% 30% 100% 100% 50% 22'

Missing

22'50%

#16

10% 10% 50% 10% 10% 50% 10%

Shell

5x-4

r-5xR

5x-4

r-5x

R5x

-4r-

5xR

5x-4

r-5x

R

50%

80% 80%


Notes:

UW Insp:

Caps & Stringers

In CS2 & CS3

She

ll

Bent 207

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

3x-8

r-3x

R

4x-6

r-4x

R

3x-8

r-3x

R

4x-6

r-4x

R

Abbrasion to sheet pile

behind timber backwall


30% 50% 50% 10% 10%

Broken Sill Corbel, 100%

offset

4x-6r-4x

5x-4

r-5x

R


Notes:

UW Insp:

Caps & Stringers

In CS2 & CS3


Notes:

Bent 208

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

She

ll

R

Bent 209

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

5x-4

r-5x

R

4x-

6r-

4x

R

5x-4

r-5x

R

4x-6r-4x

3x-8

r-3x

R

100%

Shell for 8'

Shell for 6'

100% 100% 100%

see pictures

She

ll

R



Broken Sill

50% 100% 50% 10% 10% 100%

15% 10% 50% 10%

5x-4

r-5x

R

3x-8

r-3x

R


Notes:


Notes:

Bent 210

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

50% 100% 100% 100%

3x-8

r-3x

R

4x-6

r-4x

R

3x-8

r-3x

R

Bent 211

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

She

lll

R

50% 100% 100% 100%

4x-6

r-4x

R

She

ll

R

Failed/ Split Pile

50% 10% 75% 10%


Notes:


Notes:

Bent 212

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

50%

4x-6

r-4x

R

4x-6

r-4x

R

4x-6

r-4x

R

4x-6

r-4x

R

4x-6

r-4x

R

50% 100%

Bent 213

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

20% 20% 20% 20% 20% 20% 6x

-3r-

6x

R

6x-3

r-6x

R

6x-3

r-6x

R

6x-3

r-6x

R

6x-3

r-6x

R

6x-3

r-6x

R



Missing pile & column

50% 50% 50% 50% 10%

10% 10% 20% 10% 10%

4x-6

r-4x

R

4x-6

r-4x

R

4x-6

r-4x

R

4x-6

r-4x

R

4x-6

r-4x

R

4x-6

r-4x

R

4x-6

r-4x

R

She

ll

R


Notes: Still under steel deck


Notes:

Bent 214

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

6x-3

r-6x

R

6x-3

r-6x

R

6x-3

r-6x

R

6x-3

r-6x

R

6x-3

r-6x

R

6x-3

r-6x

R

Bent 215

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

6x-3

r-6x

R

She

ll

R

6x-3

r-6x

R

6x-3

r-6x

R

CS3 Split


Dolphin

20% 50% 50%

#17#16

20%

50% 30% 50% 50% 20% 75% 10%

30%

20% 20%

20%

6" Decay

20%

20%


Notes:


Notes:

Bent 216

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

5x-4

r-5x

R

Bent 217

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

She

ll

R

50%

20% 20% 20% 10% 75%

20% 75% 50% 50% 10% 10% 10%

50%

25% 25% 25%

50%

20% 25%

6" Decay


Notes:

14" x 14" Between Piling (ft): 4 Between Bents (ft): 10 Piles 15

Notes: There is a large BLUE CRANE over this Bent

Bent 218

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

5x-4

r-5x

R

Bent 219

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

20% 20% 20% 20% 20% 20%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100% 50% -

100% 50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

20%

40-50%

40-50%

40-50%

40-50%

40-50%

40-50%

40-50%

50% -100%

50% -100%

Crushing

Crane between bents 218 & 219

Crane between bents 218 & 219



Missing

20% 75% 50% 50% 10% 10% 10%

10% 75% 50% 50% 10% 75% 10%

Undermined6"


Notes:


Notes:

Bent 220

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50%

40-50%

40-50%

40-50%

40-50%

40-50%

40-50%

40-50%

50% -100%

50% -100%

1x-6r-1x Girder between 248 & 249

Bent 221

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

40-50%

40-50%

40-50%

40-50%

40-50%

40-50%

40-50%

50% -100%

50% -100%

1x-6r-1x Girder between 248 & 249



#16

50% 10% 20% 50% 10% 20% 20%

50% 50% 20% 30% 20% 50% 10% 10%

Shell

Undermined6"


Notes:


Notes:

Bent 222

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

50%

Edge Girder between 250 & 251 6" decay (2x-6r-2x)

Bent 223

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Edge Girder between 250 & 251 6" decay (2x-6r-2x)

Girder between 250 & 251 6" decay (2x-6r-2x)

3x-8

r-3x

R

She

ll

R

She

ll

R

She

ll

R

She

ll

R

large crack (cs4)


4x-6

r-4x

R

4x-6

r-4x

R

4x-6

r-4x

R

25%

Missing column/ pile

100% 100% 10% 10% 25%

20% 50% 10% 10% 5% 5%

10%


Notes:


Notes:

Bent 224

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

RR

She

ll

R

Crushing

She

ll

R

She

ll

She

ll

Bent 225

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

RR

3x-

8r-

3x

3x-

8r-

3x


20% 50% 10% 10%

Missing column

10% 10% 40%

Missing column

20% 50% 40% 10% 10% 20% 30% R3

x-8

r-3

x40% 30%

10%

R

4x-

4r-

4x


Notes:


Notes:

Bent 226

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

3x-

8r-

3x

Sh

ell

Sh

ell

R R R

3x-

8r-

3x

R

4x-

6r-

4x

Sh

ell

R

Shell

Bent 227

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Sh

ell

RS

he

ll

R

6 ft


50% 50%

20% 50% 40% 10% 10% 20% 30% 40% 30%

R

3x-

8r-

3x


Notes:


Notes: There may be another jilly available here Timber Deck W/ Steel Plates

Starts about here

Leaning

Bent 228 (There is no 229)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x

3x-

8r-

3x

R

Sh

ell

R

crushing

3x-

8r-

3x

R

6x-

4r-

6x

RMissing Piles

6x-

4r-

6x

R

Bent 230 (There is no 229)

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

5x-

4r-

5x

R

Sh

ell

R

Severe split (Cs4)

Sh

ell

R

Sh

ell

R

Sh

ell

R

4x-

6r-

4x

R

4x-

6r-

4x

R

shell bulging

cap

Leaking deck/

Missing column



20% 25% 40%

35% 25% 10%

20% 50%

10% 30% 20% 10%

Sh

ell

R


Notes:Bent 231

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

shell4x-6r-4x

she

ll

R

3x-

8r-

3x

R

she

ll

R

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%

50% -100%


40% 40% 10% 10% 20% 30% 50%

20%


Notes:

off center50% -100%

Bent 232

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

shell

50 sqft of leaking & bellying deck

she

ll

R

3x-

8r-

3x

R

she

ll

R

50% -100%

50% -100%

50% -100%

50% -100%

she

ll

R

she

ll

R

3x-

8r-

3x

RRBI: Urgent priority to repair Bent 3/2016

20% 30% 40%

Bulging

New


Results of Inspection 9/2015 & 1/2016 Girders: 14 x 6.5" Spacing: 20" O.C. Red Section Loss Green Remaining Bearing

Structure #22526 Caps are 14" x 14" Unless otherwise noted, piles & columns - CS1, caps & girders - CS2


Need to update water depths 9/15/2016


Notes:


Notes:

Bent 233

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

shell4x-6r-4x

R

3x-

8r-

3x

Rsh

ell

R RR

3x-

8r-

3x

3x-

8r-

3x

3x-

8r-

3x

R

3x-

8r-

3x

Bulging

Bent 234

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x4x-6r-4x

R

3x-

8r-

3x

R

R

2x-

10

r-2

xR R

3x-

8r-

3x

3x-

8r-

3x

6x-

4r-

6x

R

5x-

4r-

5x

R

4x-

6r-

4x

50 sqft of leaking & bellying deck

100% 100% 100% 100% 100% 100% 100% 100% 100%

completely decayed and crushing

end girder severely decayed between

bents 262 & 265

6 ft



missing

25% 20% 50% 20% 20% 70% 30%

missing?

25% 60% 20% 20% 20% 10% 25%

3x-

8r-

3x

R

3x-

8r-

3x

R

22'

22'


Notes:


Notes: Crane right over bent 264

Bent 235

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Crushing and

broken cap

RR

Sh

ell

&

rota

ted

Sh

ell

10% 20%

100% 100% 100% 100%

10%

100%

Need Replacement

100%

Bent 236

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Crushing cap

100% 100% 100%

Entire Bent Tilts 15-20°

(out of plumb 6")

Large crane over bent

New (were leaning)


bents 262 & 265


bents 262 & 265



25% 50% 25% 70%

#16

20% 40% 50% 20% 30%

22'

22'

New section

New section

R

6x-

4r-

6x R

6x-

4r-

6xR

6x-

4r-

6x R

6x-

4r-

6x





Bent 237

#1 #2 #3 #4 #5 #6 #7 #8 #9 #11 #12 #13 #14 #15 #16

Crushing cap & severe decay

100% 100% 100%

Entire Bent Tilts 15-20°

(out of plumb 6")

Large crane over bent


bents 262 & 265

Bent 238

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

100% 100% 100% 100%

New cap section

replaced crushing cap

new (replaced leaning)

posts

Crushing cap & severe decay



#10

new( replaced leaning/

missing posts)30% 50% 20% 20%

80% 25% 50% 20%

50%

22'

R

SH

ell R

Sh

ell

R

Sh

ell

R

6x-

4r-

6x R

4x-

6r-

6x

30%


Notes: OUTSIDE ACCESS LIMITED BY CABLE


6" holes in deck Notes: OUTSIDE ACCESS LIMITED BY CABLE

Bent 239

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

cap crushing

new, replaced leaning

and decayed posts

18" x 9" girder is a shell between bents New replaced shell

Bent 240

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

bulging4x-6r-4x

30%

100% 100%

completely decayed and crushing

R

Sh

ell

R

Sh

ell

R

Sh

ell

R

3x-

8r-

3x

R3

x-8

r-3

x R

3x-

8r-

3x

100%



missing

80%

failed sill

50%

50% 50% 50%

0.5" deep check

80% 22'

Crushing

corbel

R

Sh

ell

R

4x-

6r-

6x R

Sh

ell


Notes:

2' x 2' hole in deck


Notes:

Bent 241

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

Shell

100% 100% 100%

R RR

R

Sh

ell

R

3x-

8r-

3x

R

3x-

8r-

3x

100% 100% 3x-

8r-

3x

3x-

8r-

3x

3x-

8r-

3x

Bent 242

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

Shell - Crushing (see photo)

R R

Sh

ell

3x-

8r-

3x

2x-10r-2x Large girder between bents

Large girder between bents

R

Sh

ell

crushing



40% 50% 20% 50% 100%

twisted column

20%

50% 50% 60% 50% 50% 20%

22'

Shell

Leans

R

Sh

ell

R

Sh

ell

R

Sh

ell R

Sh

ell

LeansWarping Sill


Deck Decay Notes:

Leaning


Notes:

Bent 243

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

2x-10r-2x

R

Sh

ell

R R

4x-

6r-

4x

4x-

6r-

4x

Bent 244

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

Shell

R

Sh

ell

R R

4x-

6r-

4x

4x-

6r-

4x

R4

x-6

r-4

xR

4x-

6r-

4x

R

3x-

8r-

3x

crushing



50% 50% 60% 50% 40% 50%

40% 40%

40%

40% 20%

R

3x-

8r-

3x

R

3x-

8r-

3x

40% 50%

full depth hole 3" wide

50%

22'

22'

R

Sh

ell

6" decay

Crushing on Sill


Notes:

Started Here 10/17


Notes:

Bent 245

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

4x-6r-4x

R

2x-

10

r-2

x

R

4x-

6r-

4x

R4

x-6

r-4

x

girder is a shellshell

crushing corbel

Bent 246

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell R

Sh

ell

R

4x-

6r-

4x RBI: Critical priority

to repair Bent 3/2016

40%

40% 100% 80% 30% 20%

20% 40% 30% 20% 40% 20%

Missing

8' cant

crushing

R

4x-

6r-

4x

R

4x-

6r-

4x

R

4x-

6r-

4x R

4x-

6r-

4x R

4x-

6r-

4x

50%

50%

8" dia pile

crushing

R

4x-

6r-

4x

22'

0% 0%

6" decay

R

Sh

ell


Notes: SIGNIFICANT TIMBER DECK DECAY (100 sqft)



Bent 247

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

R

4x-

6r-

4x

crushing4x-6r-4x

Bent 248

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Bulging

6 ft

SHell

50% -Failed

2 sqft holes in deck


leans out

20% 50% 30% 50%

Dolphin

R

4x-

6r-

4x

Missing

20% 20% 70%

20%

50% 30% 10%

R

4x-

6r-

4x R

4x-

6r-

4x R

4x-

6r-

4x R

4x-

6r-

4x R

4x-

6r-

4x R

4x-

6r-

4x

22'

22'

Bulging





Bent 249

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x TO Shell

Bent 250

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x TO Shell (both caps) Bulshing over 3, 4

crushing

18" x 9" girder is a shell

R

SH

ELL

R

SH

ELL

50% crushing

2 sqft holes in deck


RBI: Critical priority to repair Bent 3/2016 This bend has all but Failed

Missing

30% 50% 70% 30% 20%

R

4x-

6r-

4x R

4x-

6r-

4x

R

4x-

6r-

4xR

4x-

6r-

4x

split20%

Failed

Missing 2 piles & 2 columnssplit50% 20%

FailedR

SH

ELL

R

SH

ELL

22'

22'

R

3x-

8r-

3x

0%

30%

0%





100%

Bent 252 - See below for 251

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x TO Shell (both caps) 18" x 9" girder is a shell

piles leaning (see pictures)

18" x 9" girder is a shell

cs3 split

Sill has failed

Hatch

Bent 251 - See above for 252

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x

R

SH

ELL

100% 100% 100% 100%

100% 100% 100% 100%


Leans/ Failed

90% 90%

90% 50%

R

SH

ELL R

SH

ELL

R

SH

ELL

R

6x-

4r-

6x

22'

22'

SHell

R

3x-

8r-

3x R

6x-

4r-

6x

3x-8r-3x

30% 30% 30%


Notes: Between Bent 253 & Bent 254, bent was removed and a steel lowering platform was built with an open gap of ~1ft on either side

Spacing between 253 & 254 is therefore approx 2x normal distance

14" x 14" Square Between Piling (ft): 4-Jan Between Bents (ft): 8 Piles 15

Notes: Between Bent 253 & Bent 254, bent was removed and a steel lowering platform was built

Spacing between 253 & 254 is therefore approx 2x normal distance

Bent 253

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Tilting piles All Stringers and caps showing major issues. Caps: class 3 or 3 Stringers: Class 2 or 3

Ste

el

Bent 254

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Shell

R

4x-

6r-

4x

100%

Missing post


Ste

el

Tilting piles All Stringers and caps showing major issues. Caps: class 3 or 3 Stringers: Class 2 or 32' overhang, some stringers are shells

crushing cap

Sill has failed

10% 0% 0% 20% 0% 0% 0% 0%50% 60%

0% 15% 0% 0% 10% 0%0% 0% 0% Green percentages indicate remaining load bearing

Green percentages indicate remaining load bearing

10% 50%

22'

22'

Leans

R

3x-

8r-

3x

4x-6r-4x

R

4x-

6r-

4x

R

3x-

8r-

3x


Notes: USEABLE CATWALK AT 255Bent 255

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

crushing corbel

CS4 pile below water


10% 0% 0% 30% 0% 10%50% 10%


CS2 CHeck

Shell

8'

6'

22'

crushing corbel

R

4x-

6r-

4x


Notes:


Notes: 6 piles between labeled 285 & 290

Bent 256

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

4x-

6r-

4x

crushing corbel

Shell - Crushing/ Bulging

Bent 257

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

R

Sh

ell

Sill has failed

80%

Shells


10% 0% 0% 30% 0% 10%50% 10%


Missing

Cs2 Check

R

Sh

ell

8 ft

0% 30% 40% 30% 30%50% 0% 10% 5% 10%5%

22'

22'

Bulging

4x-

6r-

4x




Notes: 6 piles between labeled 285 & 290Bent 259

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

3x-

8r-

3x

4x-6r-4x

R RR

4x-

6r-

4x

4x-

6r-

4x

3x-

8r-

3xR

4x-

6r-

4x

R

3x-

8r-

3x R

4x-

6r-

4x

R

4x-

6r-

4x R

4x-

6r-

4x

100% 100% 100% 100% 100%

Bent 258

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

3x-

8r-

3x

Shell4x-6r-4x

RR

4x-

6r-

4x

4x-

6r-

4x

3x-

8r-

3x

100% 100% 100% 100% 100%

4x-6r-4xShell

large cleatShell

5x-4r-5x



Missing

60% 40% 0% 40% 0%5% 0% 20% 0% 10%80%20% 5%

30% 5% 0% 20% 0%0% 10% 10% 0% 0%10%0% 0% 50%

Pile Failed

22'

22'

4x-

6r-

4x

4x-

6r-

4x

R R R

100% 100% 50% R

4x-

6r-

4x



14" x 14" Between Piling (ft):Between Piling (ft): 3 Between Bents (ft): 8 Piles 15


Bent 260

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Bent 261

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x

crushing

shell

leans north

Shell

leans north

large cleat4x-6r-4x

100% 100% 100%

100% 100% 100%



Broken Sill

20% 0% 0% 0%40% 10% 0% 30% 0%0%0% 0% 10%

Missing column

0% 50% 0% 50%10% 0% 75% 0% 0%75%0% 10% 0%

22'

22'

R

4x-

6r-

4xR

4x-

6r-

4x

50% S.L 50% S.L

R

4x-

6r-

4x R

Sh

ell

R

Sh

ell





Bent 262

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13

#16 #17

3x-8r-3x Shellgirder is a shell

Bent 263

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

50%

100%

R

4x-

6r-

4x R

4x-

6r-

4x

R

4x-

6r-

4x

R

she

ll

R

4x-

6r-

4x

shell

leans southR

Sh

ell

50%

100%


50% 50% 0% 10%50% 0% 20% 0% 10%10%0%

20% 0%50% 10% 0% 50%00% 0% 50% 30%0% 20%

leans south

0% 0% 30%

8 ft

22'

22'

R

Sh

ell

R

Sh

ell

50%




Notes: Posts lean north

Bent 264

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-

6r-

4xR

Bent 265

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x

leans

4x-

6r-

4xR

yellow plackard

20% 0%50% 10% 0% 50%00% 0% 50% 30%0% 20%

8 ft8 ft

15 ft 3ft 3 ft 1 ft 4 ft 8 ft 8 ft

2 ft 8 ft

4x-

6r-

4xR

2x-

10

r-2

xR0% 0%10% 40% 0% 20%50% 0% 0%0% 0% 0%

22'

22'


Notes: posts lean south


Notes: posts lean south Metal plate/ deck on girders

Grey Water Spout/ Leakage towards backwall, this bent

Bent 266

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

SH

ELL

R

Bent 267

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x Shells

leans

50-%

Shelll

leans

20% 0%50% 10% 0% 50%00% 0% 0%0% 20%

5 ft

10 ft 10 ft

0%

0% 0%0% 0% 20% 50%30% 0% 0%0% 20% 50%

split

22'

22'

4x-

6r-

4xR

Sh

ell

R

4x-

6r=

4xR


Notes: Posts lean towards north


Notes: Posts lean towards north Metal plate/ deck on girders Grey Water Spout/ Leakage towards backwall, this bent

Bent 268

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x

Bent 269

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

SH

ELL

R

10th girder has 1/2" split at 30°

10th girder has 1/2" split at 30°8 large girders

50-100%

50-100%

50-100%

50-100%

50-100%

50-100%

80% 25% 100% 100% 50% 80%

Shells

leans

8 large girders

Shells

leans

Missing


50% 75%50% 10% 0% 20%0% 20% 20%0% 50% 10% 20%0%

10 ft 10 ft

100% 90% 100% 70% 100% 50%

22'

22'


Notes: Posts lean towards north Metal plate/ deck on girders


Notes: Posts lean towards north Metal plate/ deck on girders

Bent 270

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x

Bent 271

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

3x-8r-3x

SH

ELL

R

Shells

leans

50-100%

50-100%

50-100%

50-100%

50-100%

50-100%

100% 100% 100% 100% 100% 100%

50-100%

50-100%

50-100%

50-100%

50-100%

50-100%

25% 90% 50% 80%

90% 40%

leans

Shells

8 large girders

8 large girders



80% 100% 80% 90% 100% 50% 100% 80%

CS2

80% 100% 100% 20% 95% 60%

22'

22'


rotated & not Notes: 6-12" Overhang for girders Metal plate/ deck on girders

bearing any load


Notes: 6-12" Overhang for girders Metal plate/ deck on girders

Bent 272

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

SH

ELL

R

Bent 273

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

3x-8r-3x

girders 5, 6, 7 are warped with 4-8" of decay

Shells

3x-8r-3x

8 large girders

large girders

15 ft

10 ft 10 ft

3x-

8r-

3x

R3

x-8

r-3

x

R

3x-

8r-

3x

R

10% 20%20% 50% 10% 10%0% 50% 50%0% 0%0%

0% 75%20% 40% 0% 0%75% 10% 20%0% 50% 0%0%22'

22'

3x-8r-3x


Results of Inspection 9/2015 & 1/2016 Girders: 14 x 6.5" Spacing: 20" O.C. Red Section Loss Updating 8/12/2016

Structure #22526 Unless otherwise noted, piles & columns - CS1, caps & girders - CS2 Caps are 14" x 14" Green Remaining Bearing




14" x 14" Square Between Piling:Between Piling (ft): 3 Between Bents (ft): 8 Piles 15


Bent 274

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

3x-

8r-

3x

100%

R3

x-8

r-3

x R

3x-

8r-

3x R

3x-

8r-

3x R

3x-

8r-

3x R

3x-

8r-

3x

Bent 275

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

3x-

8r-

3xR

Sh

ell

100%

6 ft

Dolphin

dolphin

large cleat

large cleat


15 ft

0% 50%0% 40% 50% 10%50% 0% 0%0% 30% 10%50%

Missing

10 ft10 ft

0% 0%10% 10% 0% 0%0% 10% 0%0% 0%0%

50%

50%

Missing

18'

18'

3 Lean


Notes: 6-12" Overhang for girders

Girder #12 is broken between bents 276 & 275

from pile 12 out, the section has failed


Notes: 6-12" Overhang for girders Bt. 303 from outside, might be marked 305 toward land

ORIGINAL

Pile & column #7 & 8 have been fixed as of 4/24/2016

Bent 276

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

40%

R

Sh

ell

Bent 277

#1 #2#3 #4 #5 #6 #7 #8

10ft

cap is ~8" x 10"

#15

10 ft

0% 0%0% 0% 50% 40%50% 0% 0%0% 30%25% 0%

CS2 CS2 CS2 CS2 CS2

18'

22'

50% 50% 50% 50% 50%

50%

Off Center

R

4x-

6r-

4x


Notes: 6-12" Overhang for girders Fiberglass formwork below concrete deck



BEGIN NEWISH SUBSTRUCTURE

Bent 278

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

R4

x-6

r-4

x

Bent 279

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

cap is ~8" x 8 to accomodate size change in girders

cs2

sp

lit

0% 35%25% 0% 80% 100%0% 75%0%

90% 90%25%

steel piles Retaining Wall

50% typical

#16 #17 #18

19'

19'

R

Sh

ell



NEWISH SUBSTRUCTURE



NEWISH SUBSTRUCTURE

Bent 280

#5 #6 #9#1 #2 #3 #4 #7 #8 #10 #11 #12 #13

Bent 281

#1#2 #3 #4#2 #3 #8#7#6 #9 #10 #11 #12 #13

crane between 307 & 308

20'

16'

Retaining Wall

0%

10%

25%

50%

80%

100%0% 70% 0%90% 90% 25%

#1 #2 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14#15

#3

10%

10%

Retaining Wall

#1 #2 #4 #5 #6 #7 #8#3

#1

steel pile

40%

80%0%

0%0%10%0%0%

70%50%

20% 0%

10 ft

7 ft

steel pile


Notes: 6-12" Overhang for girders Fiberglass/ stay-in-place steel

NEWISH SUBSTRUCTURE formwork below concrete deck



NEWISH SUBSTRUCTURE

Bent 282

#1

#2 #3

#4

#5

crane between 307 & 308

R3

x-8

r-3

x

Steel Driven Pile

6 x 16" sill with good cross bracing

Bent 283

Steel Driven Pile


16'

17'

35%

#1 #2 #4 #5 #6 #7 #8#3

10%

80%0%

0%10%50%75%50%

75% 0%

10 ft

#4#2 #3 #8#7#6 #9 #10 #11 #12 #13#1

0%50%

R3

x-8

r-3

x

0%

#1 #4 #5 #6 #7 #8#3

0%

0%

50%10%10%50%

50%

10 ft

0%20% 0%

CS2 check

Retaining Wall

0%

#2

#1

#2 #3 #5#4#2 #3

#8#7#6

#9 #10 #11 #12 #13#1

R

3x-

8r-

3x

8 ft

R

Ro

t in

Re

tain

ing

Wa

ll

R

Ro

t in

Re

tain

ing

Wa

ll

Retaining Wall



NEWISH SUBSTRUCTURE



THIS BENT was previously in really bad shape - new end post

Bent 284

#5

Steel Driven Pile


Bent 285

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12#13 #14

R

3x-

8r-

3x

6 x 16" sill

pile leans back

17'

17'

#1 #4 #5 #6 #7 #8#3

10 ft

Retaining Wall

#2

#1

#2 #5#4#2 #3

#8#7 #9 #10 #11 #12 #13#1

8 ft

0%0%

0%

20%50%10%100%

0% 60%80%80% 0%

#6 #14 #15

0%

10%

New post 4/24/2016

#15

20% 5%0% 0% 50% 20%0% 0% 20%10%30% 20%

R

Ro

t in

Re

tain

ing

Wa

ll





Bent 286

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

3x-

8r-

3x


shellsshells

split

Bent 287

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Access hole throughdeck

Shell

missing

R

Sh

ell

R

Sh

ell

R

Sh

ell

R

Sh

ell

R

Sh

ell

R

Sh

ell

deck is failing

pile missing



17'

17'

0% 20%10% 0% 20% 0%0% 0% 0%0%0% 0%10% 0%

R

3x-

8r-

3x

0% 15%15% 30% 0% 20%5% 5% 0%40%0% 02%40%

CrushingDeck blowing out 286 - 294





Bent 288

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

Shell

missing

R

Sh

ell

RS

he

ll

Shel/ Crushedl

R

Sh

ell

Bent 289

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Shell

R

Sh

ell

Shell

R

Sh

ell



15'

15'

large cleat

20% 0%0% 0% 0% 0%10% 10%

10%

0%50% 20%20%30%

8 ft 8 ft

10% 0%5% 5% 0% 0%5% 0%25% 0%0%30% 0%

leaning/ failed

80%

R

4x-

6r-

4x

R

Sh

ell

Deck blowing out 286 - 294






The whole bent is leaning

South

Bent 290

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Shell

R

Sh

ell

R

Sh

ell

80%

Bent 291

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

3x-

8r-

3x R

Sh

ell

4' x 4' hole in deck between 290,291

Shell

4x-6r-4x4' x 4' hole in deck between 290, 291

Shell



15'

15'

leaning/ failed

10%

10% 0%5% 5% 0% 0%5% 0%25% 0%30%0% 0%

5%

10% 0%5% 5% 0% 10%5% 0%25% 0%95%0% 0%

leaning/ failed

R

4x-

6r-

4x R

4x-

6r-

4x




Notes: 6-12" Overhang for girders Between 293 & 294, deck is missing ~ 20ft2

Bent 292

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Shell

R

Sh

ell

R

Sh

ell

RS

he

ll

R

4x-

6r-

4x R

4x-

6r-

4x

R

4x-

6r-

4x R

3x-

8r-

3xR

3x-

8r-

3x R

3x-

8r-

3x

R 3x-

8r-

3x

Missing

Bent 293

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

4x-6r-4x

3x-

8r-

3xR

3x-

8r-

3xR

3x-

8r-

3xR

3x-

8r-

3xR

R

Sh

ell

Shell



14'

14'

split

10% 0%5% 5% 0% 10%5% 0%20% 20%0%0% 0%

6 ft

0% 0%60% 50% 0% 10%0%40% 20%0%80% 0%

0%

Missing

R

Crushing4x-6r-4x

0%

R

Sh

ell



14" x 14" Square Between Piling:Between Piling (ft): 6 Between Bents (ft): 8 Piles: 14

Notes: 6-12" Overhang for girders Between 293 & 294, deck is missing ~ 20ft2



THIS BENT HAS ALL BUT FAILED

Bent 294

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

Shell

3x-

8r-

3xR

3x-

8r-

3xR

4x-6r-4x

R

Sh

ell

0% 0% 0% 0% 0%

missing3x-

8r-

3xR

Bent 295

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

Shell

3x-

8r-

3xRR

Sh

ell missing

3x-

8r-

3xR

missing

RS

he

llR

Sh

ell

R

4x-

6r-

4x

4x-6r-4x Crushing over #7 deck failure between g10, 11

Bent 321



10% 0% 0% 0% 0% 0%

Column 8 has failed/ kicked off

13'

14'

0% 0%

0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%

0%

0%

Rot in backwall

Rot in backwall




No Bearing



No Bearing at all

No Bearing

Bent 296

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Shell

R

Sh

ell R

she

ll

R

she

ll

missing

R

Sh

ell

R

Sh

ell

4x-6r-4xdeck failure between g10, 11

1/4" split

Bent 297

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

large cleat

Bent 320


CS4

Dolphin

14'

14'

0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 30%

failed

Rot/ failing backwall

R

Sh

ell

Rot/ failing backwallCRUSHING

SAGGING




Only drift pins connect sills to piles


THIS BENT HAS ALL BUT FAILED Only drift pins connect sills to piles

Bent 298

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

large cleat

R

Sh

ell

R

Sh

ell

R

Sh

ell

R5

x-4

r-5

x

R

5x-

4r-

5x

Bent 299

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

Sh

ell

shell

3x-

8r-

3xR

3x-

8r-

3xR

3x-

8r-

3xR

0% 0% 0%

R

Sh

ell

R

Sh

ell

R

Sh

ell

Crushing6 pairs of closely spaced girdersspaced 4'-12' apart

missing



Dolphin

R

Sh

ell

R

Sh

ell

0% 0%

R

Sh

ell

Missing

0% 0% 0% 0% 0%

8 ft

14'

14'

R

Sh

ell





Bent 300

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

R

6x-

4r-

6x

0% 0% 0%

R6

x-4

r-6

x R

Sh

ell

shell/ BULGING6 pairs of closely spaced girdersspaced 4'-12' apart

missing

R

6x-

4r-

6x R

6x-

4r-

6x

large cleat

Bent 301

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

R

she

ll

0% 0% 0%

RR

Sh

ell

Sh

ell

shell6 pairs of closely spaced girdersspaced 4'-12' apart

R

Sh

ell

R

Sh

ell

Sh

ell



0% 0% 0% 0% 0% 0% 0% 0%

R

Sh

ell

R

Sh

ell

Fa

ile

dLeaning/ failed

Sh

ell

#15

0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%

0%

3x-

8r-

3xR

3x-

8r-

3xR

8 ft

13'

11'



Bent 302

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

R

she

ll

0% 0% 0%

RR

4x-

6r-

4x

Sh

ell

BULGING

R

Sh

ell

R

Sh

ell

4x-

6r-

4x

shellCrushing

R

hole in deck between g10 & g11

3x-

8r-

3xR

Bent 303

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

0% 0% 0%

shell

3x-

8r-

3xR


0% 0% 0%

0% 0% 0% 0% 0% 0%

Crushing/Failed

she

ll

R

Sh

ell

0% 0% 0% 0% 0% 0% 0%

11'

11'

0% 0% 0%

Deck between post 7 & 8 - 10 sf CS4

Cru

shin

g/

Sp

lit

RR



Bent 304

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

100% 50% 50%

R

Sh

ell

R

Sh

ell

4x-6r-4x

Bent 305

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

50%

R

Sh

ell

R

Sh

ell

4x-6r-4x

11'

11'

3x-

8r-

3x

R

3x-

8r-

3xR

#15

85% 100% 20% 50% 50% 100% 20% 100%

50%

7 ft

80% 80% 80% 0% 0% 60% 0% 50% 0% 100% 100% 60%

3x-

8r-

3x

R

3x-

8r-

3x

R

90%

RS

he

ll



Bent 306

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

4x-6r-4x

R

Sh

ell

R

Sh

ell

Bent 307

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14

4x-6r-4x

R

Sh

ell

R

Sh

ell

large cleat between 307 & 308

11'

10'

#15 #16

20% 90% 0% 20% 0% 20% 90%

100% 90% 0% 90%

20%

90%

80% 50% 50% 0% 80% 0% 100% 100% 80% 0% 100% 100%

cs2 check

14" x 14" Square Between Piling:Between Piling (ft): 3 Between Bents (ft): 8 Piles 14 Bent 308

#1 #2 #3 #4 #5 #6

RS

he

llR

Sh

ell

large cleat between 307 & 308

9'

20% 10% 30% 0% 90% 80%

Port of Astoria Pier 2 Cross Bracing & Girders generally not pictured Blue Bearing Loss


22527 Caps are 14" x 14" Between Bents (ft): 6 #22527 1/3


Notes: 6" overhang of girders Access F-A from opening in Deck (may need help getting back up though)

East West



Now looking in direction of increasing

Bent Numbers (North)

Bent F

#6 #5 #4 #3 #2 #1

12 ft

Backwall

Bent E

#1 #2 #3 #4 #5 #6

12 ft

#7 #8

Green is Percent Bearing Remaining

5x-

4r-

5xR

R3x-8r-3x 6x-4r-6x


The Backwall

Here is detereorating

significantly


The Backwall

Here is detereorating

significantly

Bent D

0% 10%

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10

0%

12 ft

Bent C

0% 20%

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10

50%

12 ft

0%

R 5x-4r-5x

RShell

4x-6r-4x



Backwall

Corbel

has 6-8" of rot

Bent B

10% 10%

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10

50%

12 ft

10%

#11 #12

Bent A

10% 70%

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10

30%

12 ft

30%

#11 #12

20% 10%

20% 50% 30%

R

Shell

5x-4r-5x

R6x-4r-6x

R

4x-6r-4x

5x-4r-5x



22527 Caps are 14" x 14" Between Bents: 10 ft #22527 2/3


Between Piling

4-6 ft

Between Bents

10 ft


Between Piling

4-6 ft

Between Bents

10 ft

All Round Piles/

Columns

Bent 2

50% 100%

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

100%

Bent 1

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Open to Air

decay at end of sill

8 ft

CS4

7'

8'

R5x-4r-5x3

R

5x-4r-5x

R

5x-4r-5x

Green is Percent Bearing Loss

Between Piling

5 ft

Between Bents

10 ft

All Round Piles/

Columns

Between Piling

5 ft

Between Bents

10 ft

All Round Piles/

Columns

Bent 4

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6r-4x for 14 ft

Bent 3

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

#16

girders 2x deeper than typical

3x-

8r-

3xR

3x-

8r-

3xR

10 ft

CS3

CS3

R

5x-4r-5x

Between Piling

5 ft

Between Bents

10 ft

All Round Piles/

Columns

Between Piling

5 ft

Between Bents

10 ft

All Round Piles/

Columns

Bent 6

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Bent 5

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

#16

4x-6r-4x for 20 ft

100% 100%

4"-6"DecayR

50% 70%

50%

50%

CS3

CS3

50%

Between Piling (ft): 5 Between Bents (ft): 10 Piles 17

All Round Piles/

Columns


All Round Piles/

Columns

Bent 8

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Bent 7

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

#16

10'

#17

80%

40%

40%

80%

40% 40% 70%

40%

RR

RR

4x-

6r-

4x

R

4x-

6r-

4x

4x-

6r-

4x

4x-

6r-

4x

4x-

6r-

4x

CS3

CS3

3x-8r-3x for 6 ft



All round piles/

Columns

Bent 10

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Bent 9

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

#16

#17

Steel, 14"x14", 1/2" flange width for ~30 ft

2x-1

0r-2

x

R

60%

60%

30%

100%

R

R

80%

80%

4x-

6r-

4x

R

4x-

6r-

4x

R

4x-

6r-

4x

4x-

6r-

4x

4x-

6r-

4x

4x-

6r-

4xR

CS3CS4

CS3

100%



Bent 11

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

2x-1

0r-2

x

Bent 12

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6

r-4x

4x-

6r-

4xR

4x-

6r-

4xR

4x-

6r-

4x

R

4x-

6r-

4x

R

4x-

6r-

4xR

4x-

6r-

4xR

4x-

6r-

4xR

4x-

6r-

4xR

CS4 CS3

CS3

CS3

#17 #18 #19 #20

50% 50% 50%

5 degree off vertical

4x-6r-4x


All round piles/

columns


Bent 13

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

Bent 14

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

3x-8

r-3x

70%

50%

100%

15% 50% 50%

30%

70%

70%

4x-

6r-

4xR

4x-

6r-

4xR

4x-

6r-

4xR

4x-

6r-

4xR

CS3

CS3

CS3

4x-6r-4x

5x-

4r-

5xR



Bent 15

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

Bent 16

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

100% 100% 100% 100% 70%

100%

4x-

6r-

4xR

4x-

6r-

4xR

#16

yellow placard

CS3


All round piles/

columns


All round piles/

columns

Bent 17

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

R

R

RR

60%

100%

100%

50%

R

Bent 18

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

4x-

6r-

4x

4x-

6r-

4x

4x-

6r-

4x

5x-

4r-

5x R

4x-

6r-

4x

CS3

yellow placard

R

4x-

6r-

4x



Bent 19

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

6x-4

r-6x

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

4x-6r-4xR R

100% 100% 40%

#17

ShellR

Bent 20

CS3

CS4

CS3


All round piles/

columns


Bent 21

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

Split

90% 100% 100%

2x-1

0r-2

x

4x-6r-4xR

Bent 22

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

R

4x-

6r-

4xR

4x-

6r-

4x

R

4x-

6r-

4x

#17

CS4 CS3

CS3

R


Between Bents: 8 ft


Bent 23

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

2x-1

0r-2

x

Bent 24

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

100% 60%

100%

ShellR

R

#17 #18

40%

R

4x-

6r-

4xR

4x-

6r-

4x

4x-

6r-

4x

8 ft

CS3CS4

yellow placard

CS4

CS3

50%

80%



Bent 25

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

50% 40% 100%

#17 #18

8-10"R

6"R

75%

50%

Bent 26

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

100% 100%

10" RotR

8-10"R

#17 #18

CS4

CS3

CS4

ShellR

6" decay in cap over 7-9

10" RotR


Good Acces Between 27 & 28

Spacing 3 ft

Between Piling (ft): 4 Between Bents (ft): 8 Piles 18 Splits in outside

Girder (cs3)

Bent 27

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

Firewall/ Seawall Along this Bent

#17 #18

Bent 28

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

She

ll (C

S4)

#17 #18

4x-6

r-4x

She

ll

6" decay in cap over 3,4

2x-1

0r-2

x

6 ft

RR

5x-4

r-5xR

5x-4

r-5xR

5x-4

r-5xR

5x-4

r-5xR

5x-4

r-5xR

5x-4

r-5xR

5x-4

r-5xR

cs3

split

yellow placard

CS3


Newly replaced as of 9/2016 (old condition for reference)



Bent 29

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

Bent 30

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16

Piplline runs along cap

#17 #18

5x-4

r-5xR

5x-4

r-5xR

5x-4

r-5xR

5x-4

r-5xR

CS3



Bent 31

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

She

ll

Bent 32

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

newish girders

3x-8

r-3x

R

R

newish girders



Leansand 1/4" split

Bent 33

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

Bent 34

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19

newish girders

newish girders large cleat over 33yellow placard

CS4

She

ll

R CS4



Bent 35

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

She

ll

Bent 36

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

newish girders

newish girders

R

R R

5x-4

r-5x

5x-4

r-5x

50% 50% 50%

CS4

CS3



Bent 37

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

Bent 38

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

3x-8

r-3x

newish girders

leans CS4

R

R

5x-4

r-5x

(C

S3)

CS4

yellow placard



Bent 39

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

She

ll

Bent 40

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

3x-

8r-

3xR

3x-

8r-

3xR

6 ft

newish girders

newish girders

R RR

3x-8

r-3x

3x-8

r-3x

CS3

CS3

4x-6

r-4x

R

4x-6

r-4x

R



Bent 41

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

4x-6r-4x (Cs3)

Bent 42

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

2x-10r-2x (CS4)

newish girders

newish girders

4x-6

r-4x

R


CS4


CS3

Bent 43

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

Bent 44

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

2x-

10

r-2

x

R

2x-

10

r-2

xR

3x-

8r-

3x

(CS

3)

R

newish girders

3x-

8r-

3xR

yellow placard

4x-6r-4x



Bent 45

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

She

ll (C

S4)

Bent 46

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

RR

ShellR

ShellR

ShellR

ShellR2

x-1

0r-

2x

3x-

8r-

3x

#19

CS4CS3RBI: Urgent priority

to repair Bent 3/2016No change as of 9/2016



Bent 47

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

R

ShellR

100%

Bent 48

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15

4x-6

r-4x

large cleat over 50

R

5x-

4r-

5x

3x-

8r-

3x

CS4CS3

CS2CS3

CS3

yellow placard

Dolphin at end of bent

R

5x-

4r-

5x


Results of Inspection 9/2015 & 1/2016 Girders (12" x 4") at 16" to 18" O.C. Typical Red Section Loss

22527 Caps are 14" x 14" Between Bents: 8 ft #22527 3/3

Pile Dia 14"

Between Piling 5 ft

Between Bents 8 ft

Notes: 26 Girders (12" x 4")

18" to 16" o.c.

+4 Girders

(24" x 10")

4' o. c.

Towards end of

bent

14 Dia

5 ft Between Piling

8 ft Between Bents

Notes:

Bent 49

Bent 50

#3 #5 #13 #14 #15#1 #2 #4 #10 #11 #12 #16 #17 #18#6 #9#7 #8

#3 #5 #13 #14 #15#1 #2 #4 #10 #11 #12 #16 #17#6 #9#7 #8

R

3x-

8r-

3x

10 ft

4x-6r-4x (cs3)

10 ft

R

6x-

2r-

6x

14" Dia

5 ft Between Piling

8 ft Between Bents

Notes:

14" Dia

5 ft Between Piling

8 ft Between Bents

Notes:

Bent 51

Bent 52

#3 #5 #13 #14 #15#1 #2 #4 #10 #11 #12 #16 #17#6 #9#7 #8

#3 #5 #13 #14 #15#1 #2 #4 #10 #11 #12 #16 #17#6 #9#7 #8

R

5x-

4r-

5x

R

3x-

8r-

3xR

3x-

8r-

3x

14" Dia

6 ft Between Piling

8 ft Between Bents

Notes:

14" Dia

5 ft Between Piling

8 ft Between Bents

Notes:

Bent 53

Bent 54

#3 #5 #13 #14 #15#1 #2 #4 #10 #11 #12 #16 #17#6 #9#7 #8

#3 #5 #13 #14 #15#1 #2 #4 #10 #11 #12 #16 #17#6 #9#7 #8

5x-

4r-

5x

R

5x-

4r-

5x

R

5x-

4r-

5x

R

5x-

4r-

5x

R

3x-

8r-

3x

R

3x-

8r-

3x

R

14" Dia

5 ft Between Piling

8 ft Between Bents

Notes:

14" Dia

5 ft Between Piling

8 ft Between Bents

Notes:

Bent 55

Bent 56

#7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

Steel Girder at end

#3 #5 #13 #14 #15#1 #2 #4 #10 #11 #12 #16 #17#6 #9#7 #8

#3 #5#1 #2 #4 #6

3x-

8r-

3x

R

3x-

8r-

3x

R

3x-

8r-

3x

R

sHE

LL

R

14" Dia

5 ft Between Piling

8 ft Between Bents

Notes:

14" Dia

5 ft Between Piling

8 ft Between Bents

Notes:

Bent 57

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

Bent 58

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

Steel Girder at end

Steel Girder at end

3x-

8r-

3x

(Cs3

)

R

Small Access Hole (~3' x 3')

14" Dia

5 ft Between Piling

8 ft Between Bents

Notes:

14" Dia

5 ft Between Piling

8 ft Between Bents

Notes:

Bent 59

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

Bent 60

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

She

ll

She

llS

hell

Steel Girder at end

Steel Girder at end

R

R R

14" Dia

5 ft Between Piling

8 ft Between Bents

Notes:

14" Dia

4 ft Between Piling

8 ft Between Bents

Notes:

Bent 61

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

She

ll

#18

Bent 62

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

Steel Girder at end

Steel Girder at end

Large Cleats

R

CS4

8 ft

4x-6

r-4x

R

14" Dia

4 ft Between Piling

8 ft Between Bents

Notes:

14" Dia

4 ft Between Piling

8 ft Between Bents

Notes:

Bent 63

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

Bent 64

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

Steel Girder at end

Steel Girder at end

She

ll

R

14" Dia

4 ft Between Piling

8 ft Between Bents

Notes:

Good Land Access, This Bent

14" Dia

Between Piling

3 ft

Between Bents

8 ft

Notes:

Bent 65

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18

Bent 66

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

She

ll

#18 #19 #20

Steel Girder at end

Steel Girder at end

4x-6

r-4xR

R

CS4

CS3

6 ft


Notes:


Notes:

Bent 67

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17

Spl

it/ C

rack

ed

#18 #19 #20 #21 #22

100%

Bent 68

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20 #21 #22

Steel Girder at end

Steel Girder at endCS4

3x-8

r-3xR


Notes:


Notes:

Bent 69

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20 #21

Bent 70

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Steel Girder at end

Steel Girder at end

closely spaced taller girders


She

ll

R

4 ft

She

ll

R

Need Shim (cs3)

She

ll

R

She

ll

R4x-6

r-4xR


Notes:


Notes:

Bent 71

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Bent 72

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20



She

ll

R

6 ft

4x-6r-4x (cs3)


Notes:



Bent 73

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Bent 74

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

2x-1

0r-2

x

She

llDolphin

Dolphin

Large Cleats

R R

She

ll

R





Bent 75

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Bent 76

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20


3x-8

r-3x

R

3x-8

r-3x

R

3x-8

r-3x

R

3x-8

r-3x

R

Spl

it/ C

rack

ed

8 ft

Steel Girder at end

CS4

CS4

She

ll

R

4x-6

r-4x

R

She

ll

R





Bent 77

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Bent 78

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

100% 100% 100%

yellow plackard (also marked 700 with white sign)

steel capclosely spaced taller girders

Spl

it/ C

rack

ed

sporadic bearing loss

4x-6

r-4x

R

Spl

it/ C

rack

ed

Spl

it/ C

rack

ed

Spl

it/ C

rack

ed

100%

CS4

CS4

100% 100%





Bent 79

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Bent 80

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

large cleats

Spl

it/ C

rack

ed

Spl

it/ C

rack

ed

Spl

it/ C

rack

ed

3x-8

r-3x

R

4x-6r-4x (cs3)

3x-8

r-3x

R

3x-8

r-3x

R

100%

CS4

She

ll

R





Bent 81

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Bent 82

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

100% 100% 100% 100%

100%

3x-8

r-3x

100% 100%

100% 100% 100%

R





Bent 83

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

Bent 84

#1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20

4x-6

r-4x

Steel Girder at end

100% 100% 100%

100% 100% 100%

R

100% 100% 100%

100% 100% 100%

4x-6

r-4x

R

She

ll

R

bent no. (bent no.) - · pdf fileport of astoria pier 2 note: ... note: bent #229 not used...

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