pur docklands central pier - condition summary - 2 january

Central Pier CONDITION SUMMARY

2 January 2020

Development Victoria

1 TRIM 19/26415

Purpose

This report has been prepared by Development Victoria for the purpose of describing:

the current condition of Central Pier, and

the scope of works and program which would be necessary to allow the pier to re-open.

It uses information provided by the engineer [Kellogg Brown Root] and the contractor [Fitzgerald Constructions

Australia].


2 TRIM 19/26415

Preface

Figure 1: Central Pier with areas identified for reference.

Central Pier is an historic structure, with some parts built more than one hundred years ago. Historically, Wharf 14 was known to be in better structural condition than Wharf 9, noting they are structurally different. Wharf 9 has a grillage formed with timber crossheads supporting the concrete deck while Wharf 14 uses integral concrete beams to support the deck.

Since the closure of Central Pier on 28 August 2019, Development Victoria has implemented an inspection regime of on and under Wharf 14 to better understand the extent of the deterioration. The scope included removing spalled concrete from the underside of the deck, diver inspections of approximately 1,000 piles, localised repairs, and deck inspections.

Post the closure, safe access for inspections below Wharf 9 was not possible, however, an assessment was able to be completed by the engineer based on the information collated from prior investigations (2018 to August 2019).

Following the 28 August 2019 closure, an access plan to facilitate limited access to the pier under supervised conditions has been put in place. This has been necessary to enable the engineer, contractor, divers and the tenant to safely enter the pier.

Wharf 14

Wharf 9

Central Roadway


3 TRIM 19/26415

Current Condition

Wharf 9

Wharf 9 consists of vertical timber piles supporting a horizontal grillage of timber beams and crossheads that, in

turn, support a concrete deck (see appendix 1). The engineer has undertaken an assessment of the Wharf 9

investigation findings. The assessment found:

a detailed pile inspection in 2017 classified 32% of Wharf 9 piles as "failed" and 16% as "poor"1;

repairs and maintenance works have been conducted on the pier since 2017, however sample pile

inspections in 2019, when compared with the 2017 results, indicated that a further 7% of the piles could fail

every two years and a further 29% will likely be downgraded to poor condition over the same period;

there is evidence of substantial termite damage and rot across the timber elements of the structure;

extensive parts of the southern section of the deck (public walkway) and the Central Roadway show such

deterioration that they are not safe to bear any load in places;

the overall condition of Wharf 9 is such that it is not currently safe for continued access above or below the

deck;

the engineers concluded that the 2019 inspection showed that significant changes to the condition of

structural members across the pier may occur within as little as one year, and that the rate of pile failure

appeared to be accelerating.

1 Good: Over 90% original cross-sectional area remains. Fair: Between 70%-90% original cross-sectional area. Poor: A pile that is less than 70% of original cross-sectional area with limited structural integrity. Failed: A pile that is no longer capable of transmitting loads.


4 TRIM 19/26415

Figure 2: Wharf 9 split timber pile, August 2019

Figure 3: Example of a cavity in a pile under Wharf 9. August 2019.


5 TRIM 19/26415

Figure 4: Broken timber that formed part of a pile under Wharf 9. August 2019.

Figure 5: The head of a broken pile under Wharf 9. August 2019.


6 TRIM 19/26415

Wharf 14

A comprehensive inspection of each of the piles beneath Wharf 14 has occurred to confirm the extent of structural deterioration and failure (see appendix 2).

An assessment of the inspection data has been undertaken by the engineers:2

Total Good Fair Poor Failed

997 26 779 151 41

100% 3% 78% 15% 4%

From these findings the engineers have determined:

the rate of deterioration of the piles is accelerating (similar to Wharf 9), in that 5% of the piles could fail every

2 years and a further 23% will significantly deteriorate over this time.

the Wharf 14 deck consists of a cast in-situ concrete deck with integral concrete beams spanning between

the piles. Engineers have confirmed that the Wharf 14 deck is in better condition, when compared to the

Wharf 9 deck, except for:

the Central Roadway and the northern section of the deck (public walkway) which has significant concrete

spalling and exposed reinforcement;

the eastern section of deck (providing the public access to the pier), which is a similar construction to

Wharf 9 (timber) and is in poor condition;

the underside of the concrete deck and beams will need ongoing maintenance and repair works to remedy

the spalled sections and exposed reinforcement;

Wharf 14 has areas of reduced deck load capacity, such that it is not safe for public access (primarily due to

pile deterioration) that require repair works to complete prior to reoccupation;

the engineers concluded the rate of deterioration has increased since the inspections in 2017.

2 Good: Over 90% original cross-sectional area remains. Fair: Between 70%-90% original cross-sectional area. Poor: A pile that is less than 70% of original cross-sectional area with limited structural integrity. Failed: A pile that is no longer capable of transmitting loads.


7 TRIM 19/26415

Figure 6: Wharf 14, showing cracking and delamination of concrete of a integral beam (top left). September 2019

Figure 7 & 8: Deteriorated piles beneath wharf 14. September 2019.


8 TRIM 19/26415

Figure 9: Wharf 14 failed timber pile beneath wharf 14 with a large part of the pile missing. September 2019.

Figures 10, 11, 12, 13: Wharf 14 concrete spalling and cracking to the integral beams underneath wharf 14. September - October 2019.


9 TRIM 19/26415

Scope of Repair

Wharf 9

The engineer has advised the works necessary to inspect and rectify Wharf 9 to a serviceable condition are

extensive and would require demolition and reconstruction of parts of the wharf and Central Roadway, including

potentially the demolition and reconstruction of the northern wall to the shed. The scope to return the Wharf 9 to

service is:

Piles:

re-inspecting every pile;

replacing missing piles with new piles and encasing deteriorated and marine borer-affected piles.

Deck:

replacing failed timber beams and encasing degraded timber beams;

removing the deteriorated concrete deck and re-construction of a composite slab along the central

roadway and any other location beneath the wharf where significant deterioration is identified;

further detailed termite inspections to identify all termite affected timber elements;

installation of a termite barrier requiring the abutment between the pier and Harbour Esplanade to be

partially demolished and re-built;

if the detailed termite inspection results or other inspection findings show that the timber beams

supporting the northern masonry wall of Shed 9 have to be replaced, this wall will also have to be

demolished and re-built;

reconstructing the southern section of the apron deck (being the public walkway);

repairing all piles under the Central Roadway and reconstructing the Central Roadway from end to end.

Undertaking load testing across the wharf prior to reoccupation to confirm the structure is safe.

The scope of works described above is projected to take 14 months (see appendix 3). Following the completion of the works a load testing regime, led by the engineer, will be undertaken to establish if the structure is safe for reoccupation. The duration of the load testing cannot be established at this time but would be determined by the engineer upon completion of the works.


10 TRIM 19/26415

Wharf 14

The works necessary to repair Wharf 14 to a serviceable condition are less extensive than Wharf 9. Spalled

concrete has already been removed allowing safe access below the deck, and all piles have been inspected

(approximately 1,000 piles). The repair works would include:

Piles:

repairing the balance of the failed piles, as well as those piles that are likely to fail over the medium term.

Deck:

re-inspecting the deck for critical deterioration;

if critical deterioration is identified, clearing the concrete around the deteriorated bars, drilling and

installing new reinforcing bars into the beams, then patch repairing with shotcrete (or similar);

cleaning of exposed reinforcement and patch repairing with shotcrete (or similar) will be required on an

ongoing basis to keep the structure safe and serviceable;

full reconstruction of the eastern decks.

Undertaking load testing across the wharf prior to reoccupation to confirm the structure is safe for

reoccupation.

If Shed 14 is repaired and Shed 9 is not, then Shed 9 would need to be fenced off to prevent access.

The scope of works described above has been projected to take 7 months (see appendix 3). The duration of the load testing cannot be established at this time but will be determined by the engineer upon completion of the works.


TRIM 19/26246

Appendix 1

Piles require repairs


TRIM 19/26246

Appendix 2

Timber Data - Central Pier - Pile Detailed Survey (1000 piles in scope)

TopBotto

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t(m

)

59B-W 59B 59 B W 30.09.19 MW BM 0.3 2.6 D 610 650 0.3 570 650 2.0 540 600 2.6 600 650 570 650 600 600 580 580 560 560 530 540 530 540 6.5 6.5 Split 30 300 0.3 2.5 Split 15 350 0.3 2.1 Split 15 120 0.3 2.2 L L L L L L 100 F N Y Y 2/10/2019Condition changed to fair due to topof pile splitting.

Bolt @0.8.

59B-V 59B 59 B V 30.09.19 MW BM 0.3 2.6 D 550 570 0.60 570 600 2.0 540 580 2.6 570 600 570 600 530 560 510 560 510 540 530 530 520 530 6.2 6.2 Split 10 350 0.6 1.5 Split 10 150 0.3 1.0 M L L M M M 100 F N Y Y 2/10/2019Borer condition changed toModerate from Light.

Concrete Headstock.Multiple beams and bracings present.

59B-AC1 59B 59 B AC1 30.09.19 MW BM 0.3 2.8 D 460 510 1.20 460 440 2.0 430 470 2.6 440 440 450 450 420 430 370 410 380 420 390 410 360 400 7.5 7.5 Hollow 300 250 4.7 5.3 L L L M M M 100 FAIL N Y Y 2/10/2019

Significant hollow newly identified(since 2017).

Recommend encasement 3m andwrap remaining timber above andbelow encasement into seabed300mm (5.2 lin.m)

Large Hollow underwater.

60B-Z 60B 60 B Z 30.09.19 MW BM 0.3 2.8 D 480 500 0.30 480 500 2.0 460 460 2.6 450 510 480 500 450 450 430 440 410 410 400 400 390 390 390 390 7.0 7.0 Crack L L L L L L 100 F N Y Y 2/10/2019Light to moderate tidal zonedepletion.

60B-Y 60B 60 B Y 30.09.19 MW BM 0.3 2.8 D 500 500 0.30 510 520 2.0 460 470 2.6 500 500 510 520 460 480 430 460 410 420 410 420 420 420 6.8 6.8 Crack 10 150 0.3 2.5 L L L L L L 100 F N Y Y 2/10/2019Condition changed to fair due to topof pile splitting.

60B-W 60B 60 B W 30.09.19 MW BM 0.3 2.8 D 580 600 0.30 520 550 2.0 490 520 2.6 520 580 520 550 490 490 470 480 440 470 440 460 430 470 6.5 6.5 L L L L L L 100 G N Y Y 2/10/2019

60B-V 60B 60 B V 30.09.19 MW BM 0.3 2.8 D 650 700 0.60 580 600 2.0 560 580 2.6 650 800 580 600 560 570 530 540 520 530 520 500 510 530 6.3 6.3 M L L L L L 100 F N Y Y 2/10/2019 Moderate borer in tidal zone.Concrete headstock. 2x Diagonalbracing to 60B-U @0.6. Copper conduit @0.8.

60B-AC2 60B 60 B AC2 30.09.19 MW BM 0.3 2.8 D 450 480 1.20 450 500 2.0 470 510 2.6 450 500 440 490 460 480 440 480 450 480 450 470 450 480 7.7 7.8 Crack 15 250 1.2 2.1Bark/outwood

strippingL M M L M M 100 F N Y Y 2/10/2019

Borer activity appears to haveincreased since 2017.

Recommend wrapping into seabed300mm to underside of bolt at 2mfrom soffit (6.1 lin.m)

Bolt @2.0.

60B-AC1 60B 60 B AC1 30.09.19 MW BM 0.3 2.8 D 430 440 1.20 430 430 2.0 420 440 2.6 410 430 440 470 430 460 430 460 380 400 380 380 380 380 7.5 7.5 Crack 10 250 1.4 2.0 L L L M L L 100 G N Y Y 2/10/2019

60B-AB 60B 60 B AB 30.09.19 MW BM 0.3 2.8 D 600 600 0.30 560 580 2.0 540 560 2.6 600 600 560 580 540 540 530 540 480 500 460 480 450 490 460 460 7.5 7.5 L L L L L L 100 F N Y Y 2/10/2019 Condition is good to fair. Bolts @0.8 and 1.4.

60B-AA 60B 60 B AA 30.09.19 MW BM 0.3 2.8 D 560 600 0.30 540 560 2.0 530 550 2.6 530 560 540 560 510 540 500 530 470 480 460 460 460 470 7.1 7.2 L L L L L L 100 G N Y Y 2/10/2019 No change in condition observed.

62B-V 62B 62 B V 26.09.19 GH MW 0.4 2.4 D 430 460 0.60 430 450 2.0 380 390 2.6 430 470 430 450 370 390 360 380 360 360 350 350 350 350 6.3 6.3 L M L L L L 100 F N Y Y 2/10/2019 2x Diagonal brace @0.3 to 0.6.

62B-AC2 62B 62 B AC2 30.09.19 MW GH 0.3 2.6 D 430 490 1.30 460 460 2.0 430 470 2.6 460 460 420 450 420 430 380 400 360 410 360 380 360 390 7.8 8.0 L M M L L L 100 F N Y Y 2/10/2019

Borer activity appears to haveincreased.

Recommend wrapping into seabed300mm. Top of repair to extend to

Platform @2.0 to 2.2.Bolts @2.0.

62B-AA 62B 62 B AA 30.09.19 MW GH 0.3 2.6 D 600 650 0.30 580 620 2.0 520 520 2.6 600 650 580 620 530 540 500 510 480 500 560 500 460 490 450 470 7.2 7.3 Knot 550 480 5.5 Knot 580 450 6.6 Crack 15 60 0.3 1.0 M H M L M L 100 P N Y Y 2/10/2019

Heavy borer activity now present.

Recommend encasement (4m) andwrapping into seabed 300mm. Topof repair to extend to underside of

Brace to 63B-AA @1.2 to 1.4.Platform @2.0 to 2.2.Bolts @1.2, 2.0 and 2.1.

63B-Z2 63B 63 B Z2 26.09.19 GH MW 0.4 2.6 D 500 530 0.40 450 490 2.2 470 500 2.8 480 500 460 490 470 470 440 440 410 460 410 420 390 430 6.9 7.0 Crack 10 100 0.4 2.4 L M L L L L 100 F N Y Y 2/10/2019 Moderate borer Beam @1.2 to 1.4.

63B-Z1 63B 63 B Z1 26.09.19 GH MW 0.4 2.6 D 480 490 0.40 430 450 2.2 430 470 2.8 460 470 480 480 410 450 390 410 390 410 380 410 390 410 6.6 6.7 Crack 30 200 0.3 2.0 Bolt Holes M M M L L L 100 F N Y Y 2/10/2019 Brace @1.2 to 1.4.

63B-Y 63B 63 B Y 26.09.19 GH MW 0.4 2.5 D 430 450 0.50 410 430 2.1 370 400 2.7 460 470 410 430 390 440 370 400 350 390 370 370 340 390 6.5 6.5 L L L L L L 100 F N Y Y 2/10/2019 Brace @1.2 to 1.4.

63B-W2 63B 63 B W2 26.09.19 GH MW 0.4 2.5 D 530 580 0.70 560 560 2.1 550 560 2.7 530 580 560 560 530 530 480 530 460 480 440 450 450 460 6.3 6.3 Crack 30 250 0.7 1.7 Crack 20 300 0.7 2.0 L M L L L L 100 F N Y Y 2/10/2019 Moderate borer. Brace @1.4 to 1.6.

63B-W1 63B 63 B W1 26.09.19 GH MW 0.4 2.3 D 550 560 0.8 460 460 1.9 470 490 2.5 550 560 460 460 450 460 440 440 390 440 420 430 420 430 6.1 6.1 Crack 15 200 0.8 1.4 Cavity 100 30 5.8 6.1 Cavity 90 50 5.0 5.5 Cavity 100 60 4.3 4.9 M M M L M L 100 P N Y Y 2/10/2019

Moderate borer and surface cavities.

Recommend wrapping into seabed300mm to underside of bolt at HW~1.2m from soffit (5.2 lin.m)

Knot in pile.Brace @1.4 to 1.6.

63B-V 63B 63 B V 26.09.19 GH MW 0.4 2.3 D 540 580 0.90 460 460 1.9 440 450 2.5 540 580 460 460 420 440 390 420 380 390 360 370 360 370 6.1 6.1 Crack 10 100 0.3 1.1 L M L L L L 100 F N Y Y 2/10/2019 Moderate borer. Bolts @1.8 and 1.9.

63B-U 63B 63 B U 26.09.19 GH MW 0.4 2.3 D 460 520 0.90 430 450 1.9 450 460 2.5 460 520 430 450 440 450 400 430 400 400 400 420 400 420 6.1 6.1 Split 35 DIA 0.3 2.5 Cavity 300 60 2.4 2.8 M M M M M M 100 P N Y Y 2/10/2019

Localised hollow but borer alsospread over pile length.

Recommend splice.

Hollowing at checkout.Bolts @1.4, 2.5 and 2.6.Whaler to 63B-T2 @2.5.

63B-AC2 63B 63 B AC2 26.09.19 GH MW 0.4 2.4 D 420 480 1.20 390 430 2.0 400 420 2.6 390 430 410 410 360 380 330 340 320 330 310 320 320 320 7.7 7.9 Crack 10 100 1.2 2.3 Cavity 60 200 2.2 2.3 Bolt Hole M M L M L L 100 F N Y Y 2/10/2019

Borer activity appears to havespread.

Recommend wrapping into seabed300mm to underside of bolt at 1.5m

Concrete Headstock.Bolt @1.5.L bracket to concrete.

63B-AC1 63B 63 B AC1 26.09.19 GH MW 0.4 2.4 D 440 490 1.20 450 480 2.0 420 430 2.6 450 480 360 410 330 380 330 350 320 350 330 360 300 350 7.6 7.7 Crack 10 100 1.2 2.4 Bolt Hole 30 DIA 1.5 1.5 L L L M M L 100 F N Y Y 2/10/2019 Narrowing diameter at SBConcrete Headstock.Bolts @1.7 and 2.1.L bracket to concrete.

63B-AA 63B 63 B AA 26.09.19 GH MW 0.4 2.4 D 500 500 0.4 490 490 2.0 410 450 2.6 480 500 490 490 410 430 380 390 370 380 370 380 350 350 7.0 7.2 L M M M M L 100 F N Y Y 2/10/2019

Moderate depletion and borerobserved.

Recommend wrapping into seabed300mm to underside of timber 1.2m

Concrete Headstock.Brace to 62B-AA @1.0 to 1.2.Beam on top brace supports asbestos pipe.L bracket to concrete.

Max

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11m fromSoffit

12m fromSoffit

Seabed(measure Dia. at Min

seabed level)

MinimumDiameter

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abed

Defect 1 Defect 2 Defect 3 Defect 4 Defect 5 Defect 6

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Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

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4m fromSoffit

Data

Chec

ked?

Data

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oved

?

Batc

hDa

te

Revi

ewCo

mm

ents Comments

Marine BorersNil / L / M / H

/ Severe

DepletionNil / L / M / H

/ Severe

Thic

knes

sofM

arin

eGr

owth

(mm

)

Gene

ralC

ondi

tion

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(G)/

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(F)/

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(P)/

Faile

d(F

AIL)

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irsPr

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t?(Y

/N)

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on?

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10m fromSoffit

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QA Review InformationPile ID Diameters Defects and Comments

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6m fromSoffit

7m fromSoffit

8m fromSoffit

Top Of PileHigh Water(RL+0.8m)


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50B-Z 50B 50 B Z 18.10.19 GH DG 0.4 2.8 D 520 530 0.3 480 500 2.0 420 450 2.6 490 510 480 500 410 440 380 410 380 410 390 400 400 400 6.8 6.9 Crack 10 100 0.3 0.6 Bolt Holes L M H L L L 100 P N Y Y Y 23.10.2019 Borer activity M-H underwater.

40B-Z 40B 40 B Z 02.10.19 GH BM 0.2 2.8 D 530 540 0.50 540 560 2.0 490 510 2.6 530 560 540 560 460 480 420 460 400 410 410 430 440 440 6.6 6.6 M L L M M M 100 F N Y Y 23.10.2019Beams @0.8 to 41B-Z.Bolt @1.9.

40B-Y 40B 40 B Y 02.10.19 GH BM 2.8 D 600 600 0.50 570 580 2.0 510 510 2.6 580 580 570 580 500 500 460 470 430 450 420 430 420 450 6.5 6.5 Crack 50 100 0.0 2.5 L L L L L L 100 F N Y Y 23.10.2019Bolt @1.8m.Beam @1.0 to 39B-Y.

40B-X 40B 40 B X 02.10.19 GH BM 2.8 D 510 550 0.50 490 520 2.0 470 480 2.6 490 530 510 520 420 470 420 420 420 420 400 410 420 530 400 410 6.4 6.4 Knot 150 100 5.4 530 Crack 10 70 0.8 1.1 M L L L L L 100 F N Y Y 23.10.2019Borer activity appears to bemoderate (previously recorded aslight).

40B-W 40B 40 B W 02.10.19 GH BM 2.8 D 530 580 0.50 470 560 2.0 450 530 2.6 500 580 470 560 440 510 440 500 390 460 400 440 440 400 6.2 6.2 Crack 5 200 0.7 1.0 M M M M M M 100 F N Y Y 23.10.2019Multiple small holes in timber from tidal zone to seabed.Bolts to septic tank platform @2.3 to 2.5.

40B-V 40B 40 B V 02.10.19 GH BM 2.8 D 510 540 0.50 540 550 2.0 480 480 2.6 520 530 540 550 460 490 440 490 440 460 420 430 430 420 6.2 6.2 M M L M M M 100 F N Y Y 23.10.2019Bolts @2.3 and 2.5 to septic tank platform.Beams @0.3 to 40B-U.

40B-U 40B 40 B U 02.10.19 GH BM 2.8 D 700 750 0.5 600 600 2.0 540 560 2.6 650 700 600 600 520 530 480 490 440 490 460 470 460 470 6.0 6.0 Crack 5 50 1.0 1.7 L M L M L M 100 F N Y Y 23.10.2019Multiple small holes in timber from tidal zone to seabed.Bolts @2.3 and 2.5 to Septic tank platform.Beams @0.3 to 40B-V, 40B-U and 40B-T.

40B-AC2 40B 40 B AC2 02.10.19 GH BM 2.8 D 510 550 1.2 540 550 2.0 500 510 2.6 510 550 540 550 480 500 460 480 450 480 450 460 440 450 440 470 7.4 7.6 Knot L L M L M M 100 F N Y Y 23.10.2019 Big Nails @1.5

40B-AC1 40B 40 B AC1 02.10.19 GH BM 2.8 D 580 650 1.20 650 650 2.0 540 560 2.6 580 650 650 650 530 530 520 520 490 500 480 480 470 490 470 500 7.4 7.4 Split 20 100 0.0 2.0 Knot M M M M M M 100 F N Y Y 23.10.2019Multiple small holes in timber from tidal zone to seabed.Bolt @1.5Large Nails @2.0

41B-Y 41B 41 B Y 02.10.19 GH BM 2.8 D 500 550 0.50 520 560 2.0 470 520 2.6 540 560 520 560 480 520 470 500 450 470 440 460 470 480 6.5 6.5 Crack 40 100 0.0 2.0 Crack 20 100 0 1.2 M M L L L L 100 F N Y Y 23.10.2019 Bolts @0.5 to 0.7.

41B-X 41B 41 B X 02.10.19 GH BM 2.8 D 580 600 0.5 560 560 2.0 500 520 2.6 500 600 560 560 460 520 420 470 420 440 410 420 400 420 6.3 6.3 L L L L L M 100 F N Y Y 23.10.2019

41B-W 41B 41 B W 02.10.19 GH BM 2.8 D 600 600 0.5 520 540 2.0 480 460 2.6 560 560 520 540 470 490 440 470 420 450 410 430 410 430 6.2 6.2 M L L L L L 100 F N Y Y 23.10.2019

41B-AC2 41B 41 B AC2 02.10.19 GH BM 2.8 D 490 540 1.20 520 540 2.0 490 510 2.6 490 540 520 540 480 490 480 480 480 490 450 480 440 450 450 470 7.4 7.6 Crack 20 200 1.2 2.0 L L Nil L L L 100 F N Y Y 23.10.2019 Bolt @1.5.

41B-AC1 41B 41 B AC1 02.10.19 GH BM 2.8 D 500 540 1.20 500 560 2.0 430 480 2.6 500 540 500 560 420 470 420 430 410 430 410 410 400 400 390 400 7.3 7.3 Crack 20 50 1.2 1.8 Bolt Hole M L L L L M 100 F N Y Y 23.10.2019Multiple small holes in timber underwater and at seabed.Bolts @1.5 and 1.8.

41B-AB 41B 41 B AB 02.10.19 GH BM 2.8 D 510 560 0.50 520 520 20.0 470 480 2.6 500 540 520 520 450 470 410 430 400 400 390 390 390 390 390 390 7.1 7.2 Split 20 0.0 1.4 L L L L M L 100 F N Y Y 23.10.2019Multiple small dpeletion holes in timber underwater and atseabed. Large Nails @1.9.

41B-AA 41B 41 B AA 02.10.19 GH BM 2.8 D 520 560 0.50 510 520 2.0 460 470 2.6 500 510 510 520 450 480 410 440 400 420 390 400 390 390 6.8 6.8 L L L L M L 100 F N Y Y 23.10.2019

42B-AC2 42B 42 B AC2 18.10.19 GH DG 0.4 2.8 D 470 560 1.20 510 520 2.0 480 490 2.6 470 560 510 520 480 500 430 440 420 480 410 460 400 500 7.5 7.7 Crack L L L L M M 100 F N Y Y 23.10.2019Broken beam above water near deck level. Beam @1.5.Bolts @1.5 and 2.1.

42B-AC1 42B 42 B AC1 18.10.19 GH DG 0.4 2.8 D 560 600 1.20 580 580 2.0 540 560 2.6 560 600 580 580 520 530 500 500 480 490 470 480 450 470 460 480 7.3 7.4 Depletion M M M L L L 100 F N Y Y 23.10.2019Isolated moderate Depletion present across pile.2x Bolts @1.5.

49B-Z 49B 49 B Z 18.10.19 GH DG 0.4 2.8 D 600 650 0.30 570 2.0 530 560 2.6 580 580 580 580 530 570 510 550 490 530 490 510 480 490 6.8 6.9 Split 50 200 0.3 2.2 Split 15 200 0.3 0.8 Split 30 200 0.3 1.7 L L L M L L 100 F N Y Y 23.10.2019Burn Mark @1.2-2.0.Pipes @0.7-0.9.

49B-Y 49B 49 B Y 18.10.19 GH DG 0.4 2.8 D 550 560 0.30 2.0 450 480 2.6 550 550 480 510 460 510 460 470 430 450 410 460 440 520 6.6 6.7 Split 10 100 0.3 0.8 Split 10 100 0.3 0.8Cavity/

Knot70 20 6.2 6.6 M L L M L L 100 F N Y Y 23.10.2019 Conduit lines @0.5.

49B-X 49B 49 B X 18.10.19 GH DG 0.4 2.8 D 420 530 0.30 380 500 2.0 400 460 2.6 420 530 380 500 410 460 370 430 360 410 350 410 380 410 6.4 6.6 L L L L L L 100 G N Y Y 23.10.2019 Pipes @0.4-0.6.

49B-W 49B 49 B W 18.10.19 GH DG 0.4 2.8 D 580 650 0.30 550 620 2.0 530 560 2.6 570 630 550 620 500 550 490 530 470 510 430 500 440 500 6.3 6.5 Split 10 150 0.3 2.0 L L L L L L 100 G N Y Y 23.10.2019

49B-V 49B 49 B V 18.10.19 GH DG 0.4 2.8 D 470 480 0.60 470 500 2.0 410 470 2.6 470 490 470 500 400 450 400 420 380 400 360 400 360 410 6.3 6.5 L L L M L L 100 F N Y Y 23.10.2019 2x Beams @0.3-0.6.

49B-U 49B 49 B U 18.10.19 GH DG 0.4 2.8 D 570 570 0.30 530 550 2.0 490 510 2.6 570 570 530 550 470 470 450 460 430 440 430 440 420 440 6.2 6.3 Crack 30 200 0.3 0.5 Checkout L L L M L L 100 F N Y Y 23.10.2019 2x Beams @0.6-0.9.

49B-AC2 49B 49 B AC2 02.10.19 MW JC 2.8 D 530 540 1.20 530 530 2.0 480 500 2.6 530 530 470 490 450 450 410 430 400 430 390 410 390 430 7.6 7.8 Crack 15 200 1.2 2.0 L L L M L M 100 F N Y Y 23.10.2019 Bolt @2.0.

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

HWto

LW

LWto

Mid

Mid

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abed

HWto

LW

Max

Dept

h(m

m)

Type

Max

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th(m

m)

Max

Dept

h(m

m)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

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t(m

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Tape

Dist

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from

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t(m

)

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Dist

ance

from

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Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

Type

11m fromSoffit

12m fromSoffit


seabed level)

MinimumDiameter

Mid

toSe

abed


Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit

4m fromSoffit

Data

Chec

ked?

Data

Appr

oved

?

Batc

hDa

te

Revi

ewCo

mm

ents Comments


/ Severe


/ Severe

Thic

knes

sofM

arin

eGr

owth

(mm

)

Gene

ralC

ondi

tion

Good

(G)/

Fair

(F)/

Poor

(P)/

Faile

d(F

AIL)

Repa

irsPr

esen

t?(Y

/N)

Revi

ewCo

nditi

on?

LWto

Mid

9m fromSoffit

10m fromSoffit

Pile

ID(A

uto

Gene

rate

d)

Bent

Bent IDBreakdown

Row

(lett

er)

(whe

reap

plic

able

)

Surv

eyDa

te


Supe

rviso

r

Dive

r

VTS

Tide

RL(m

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Dist

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from

Deck

soffi

tto

Sea-

leve

l(m

)-A

TPI

LEDe

ckso

ffitR

L-A

TPI

LE

5m fromSoffit

6m fromSoffit

7m fromSoffit

8m fromSoffit



TopBotto

mTop

Bottom

TopBotto

mTop

Bottom

TopBotto

mTop

Bottom

Bent

Num

ber(

whe

reap

plic

able

)

Bent

Lett

er(w

here

appl

icab

le)

No.

1

No.

2

Tape

Dist

ance

from

Soffi

t(m

)

No.

1

No.

2

Tape

Dist

ance

from

Soffi

t(m

)

No.

1

No.

2

Tape

Dist

ance

from

Soffi

t(m

)

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

No.

1

No.

2

MIN

Dist

ance

from

Soffi

t(m

)M

AXDi

stan

cefr

omSo

ffit

(m)

No.

1

No.

2

Tape

Dist

ance

from

Soffi

t(m

)

50B-Y 50B 50 B Y 18.10.19 GH DG 0.4 2.8 D 490 500 0.30 450 460 2.0 400 410 2.6 470 470 450 460 400 400 400 410 380 380 360 360 360 380 6.6 6.6 L L L M L M 100 F N Y Y 15/11/2019Timber Block @0.6-1.0.Bolts @0.75.

50B-X 50B 50 B X 18.10.19 GH DG 0.4 2.8 D 570 570 0.30 490 520 2.0 450 460 2.6 520 530 490 520 440 460 410 420 410 450 390 400 390 410 6.5 6.6 Bolt Holes L L L L L L 100 G N Y Y 15/11/2019 Pipes @0.6.

50B-V 50B 50 B V 18.10.19 GH DG 0.4 2.8 D 500 520 0.60 450 480 2.0 400 440 2.6 470 480 450 480 430 480 430 470 400 450 410 460 430 470 6.3 6.4 L M L L L L 100 F N Y Y 15/11/2019 Diagonal Beams @0.3-0.6.

50B-AC2 50B 50 B AC2 02.10.19 MW JC 0.4 2.8 D 540 550 1.20 580 600 2.0 530 540 2.6 600 580 530 530 470 510 440 480 430 480 430 480 410 470 7.7 7.8 Crack 15 150 1.2 2.0 Crack 10 150 1.2 2 Crack 10 100 1.2 2 Bolt Holes L L L L L L L 100 F N Y Y 15/11/2019Multiple cracks present.Bolt @1.5.

50B-AC1 50B 50 B AC1 02.10.19 MW JC 0.4 2.8 D 450 490 1.20 480 480 2.0 430 430 2.6 480 480 420 420 390 420 400 480 370 390 470 480 370 380 7.5 7.6 Crack 15 200 1.2 1.9 L M L L L M 100 F N Y Y 15/11/2019 Bolts @1.6.

50B-AB 50B 50 B AB 02.10.19 MW JC 0.4 2.8 D 500 530 0.30 490 530 2.0 450 470 2.6 500 530 490 530 450 470 440 460 440 450 430 440 400 420 400 410 7.4 7.4 Split 10 400 0.3 1.0 Bolt Holes L L L L L M 100 F N Y Y 15/11/2019 Bolts @2.1.

50B-AA 50B 50 B AA 18.10.19 GH DG 0.4 2.8 D 530 590 0.30 530 540 2.0 470 470 2.6 530 530 530 540 470 480 420 450 420 430 410 420 410 420 410 420 7.1 7.2 Split 20 0.3 2.0 L L L L L L 100 G N Y Y 15/11/2019 Bolt @0.9.

51B-X 51B 51 B X 02.10.19 MW SM 0.4 2.8 D 480 540 0.30 500 530 2.0 450 480 2.6 510 540 500 530 450 470 440 440 430 430 410 420 410 430 6.5 6.5 L L L L L L 100 G N Y Y 15/11/2019

51B-W 51B 51 B W 02.10.19 MW SM 0.3 2.5 D 490 530 0.30 470 500 2.0 420 450 2.6 490 520 470 500 410 450 410 410 370 400 380 390 370 390 6.4 6.4 L H M L L M 100 P N Y Y 15/11/2019Borer appears heavy low to midwater.

51B-V 51B 51 B V 02.10.19 MW SM 0.3 2.5 D 440 460 0.60 440 460 2.0 400 420 2.6 420 450 440 460 390 410 370 400 360 380 350 370 360 380 6.4 6.4 L L L L L L 100 F N Y Y 15/11/2019 2x Beams @0.3 to 0.6.

51B-U 51B 51 B U 02.10.19 MW SM 0.0 2.8 D 460 520 0.30 460 480 2.0 460 500 2.6 500 510 460 480 440 470 430 460 410 440 430 400 400 430 6.1 6.1 L M L L L L 100 F N Y Y 15/11/2019 2x Beams @0.6. from 51B-V to 51B-T2.

51B-AC2 51B 51 B AC2 02.10.19 MW JC 0.0 2.8 D 480 510 1.20 500 540 2.0 450 490 2.6 500 540 430 480 410 440 400 430 400 410 390 390 370 370 7.8 7.9 Split 15 250 1.2 2.2 Crack Crack Bolt Holes L L L L L L 100 F N Y Y 15/11/2019

51B-AC1 51B 51 B AC1 02.10.19 MW JC 0.3 2.5 D 470 550 1.30 470 540 2.0 450 500 2.6 470 540 470 500 410 470 410 440 390 440 390 450 380 420 7.5 7.5 Crack 20 200 1.3 1.9 L M L L L L 100 F N Y Y 15/11/2019 Concrete headstock @0.6 to 1.3 from 51B-AC1 to 51B-AC2.

51B-AB 51B 51 B AB 02.10.19 MW JC 0.3 2.5 D 550 590 0.30 530 560 2.0 470 500 2.6 560 610 530 560 460 500 450 490 430 470 420 460 420 440 420 440 7.4 7.5 Split 30 300 0.3 2.0 L M L L L L 100 F N Y Y 15/11/2019

52B-U 52B 52 B U 02.10.19 MW SM 0.4 2.4 D 410 550 0.30 490 500 2.0 460 480 2.6 530 540 490 500 460 470 430 470 410 430 400 410 400 430 6.2 6.2 L L L L L L 100 G N Y Y 15/11/2019 2x Beams @0.6 from 52B-V to 52B-T2.

52B-AC2 52B 52 B AC2 02.10.19 MW JC 0.3 2.5 D 410 460 1.30 450 460 2.0 390 480 2.6 450 460 390 400 380 390 370 380 350 360 390 410 360 370 7.7 7.9 M L L L L L 100 F N Y Y 15/11/2019Concrete headstock @0.6 to 1.3 spanning 52B-AC1 and 52B-AC2.

52B-AB 52B 52 B AB 02.10.19 MW JC 0.2 2.6 D 440 480 0.30 450 480 2.0 430 430 2.6 460 460 450 480 430 440 400 410 380 390 370 380 360 370 370 380 7.4 7.4 L L L L L L 100 F N Y Y 15/11/2019

53B-U 53B 53 B U 02.10.19 MW SM 0.0 2.8 D 440 440 0.30 460 510 2.0 470 490 2.6 460 500 460 510 450 470 430 440 430 440 410 440 410 440 6.1 6.1 M H M L L L 100 P N Y Y 15/11/2019High borer activity.Seabed photos unclear.Condition changed from Fair to Poor.

2x Beams @0.6 from 53B-V to 53B-T2.

53B-AC1 53B 53 B AC1 02.10.19 MW SM 0.0 2.8 D 490 500 1.30 460 510 2.0 460 530 2.6 480 500 460 510 460 510 450 480 460 470 460 470 420 440 400 420 7.4 7.5 L L L L L L 100 F N Y Y 15/11/2019Concrete headstock @0.6 to 1.3 spanning 51B-AC1 and 51B-AC2.

54B-Z 54B 54 B Z 02.10.19 MW SM 0.0 2.8 D 460 460 0.30 440 440 2.0 390 390 2.6 440 440 440 440 390 390 370 390 370 380 360 380 370 380 6.9 6.9 L M L L L L 100 F N Y Y 15/11/2019

54B-Y 54B 54 B Y 02.10.19 MW SM 0.0 2.8 D 530 500 0.30 460 470 2.0 440 470 2.6 510 530 470 460 430 450 430 430 410 420 410 420 390 400 6.7 6.7 L L L L L L 100 G N Y Y 15/11/2019

54B-U 54B 54 B U 02.10.19 MW SM 0.0 2.8 D 560 580 0.90 550 580 2.0 530 2.6 560 580 550 580 530 540 520 540 480 510 480 500 500 510 6.2 6.2 Max Diameter 600 3.6 4.3 L L L L L L 100 G N Y Y 15/11/2019

Concrete headstock @0.3.Diagonal braces to T2 @0.6 to 0.9.Whaler to T2 @2.5 to 2.8.Maximum pile diameter is 600 @3.6 to 4.3.

54B-AC2 54B 54 B AC2 02.10.19 MW SM 0.0 2.8 D 450 540 1.20 450 490 2.0 450 470 2.6 450 490 440 460 420 450 380 430 370 400 370 390 370 390 7.2 7.9 Crack 10 200 1.2 2.4 Crack 10 300 1.2 2.3 Crack 10 70 1.2 2.4 L L L L L L 100 F N Y Y 15/11/2019

54B-AC1 54B 54 B AC1 02.10.19 MW SM 0.0 2.8 D 450 480 1.20 470 500 2.0 420 470 2.6 470 500 430 460 410 420 380 410 410 410 370 390 370 410 7.5 7.6 Cavity 60 100 5.7 5.7 L M L L L L 100 P N Y Y 15/11/2019Moderate to heavy borer, cavity attimber knot appears to be increasing

Beam @1.2-1.5 to 54B-AB.Bolt @1.3.

54B-AB 54B 54 B AB 02.10.19 MW SM 0.0 2.8 D 490 510 0.30 380 410 2.0 370 380 2.6 470 470 380 410 370 380 350 360 340 350 330 330 320 330 340 340 7.4 7.5 Crack 15 200 0.7 1 L L L L L L M 100 F N Y Y 15/11/2019Brace to 54B-AC1 @1.2-1.5.Brace to 55B-AB @1.8-2.0.Bolt @1.3.

54B-AA 54B 54 B AA 02.10.19 MW SM 0.0 2.8 D 500 520 0.30 490 520 2.0 420 440 2.6 500 520 490 520 430 440 410 430 390 410 370 380 350 380 350 380 7.2 7.2 Crack 15 300 0.3 1.2 M L L L L L 100 F N Y Y 15/11/2019

55B-AC2 55B 55 B AC2 02.10.19 MW SM 0.2 2.8 D 450 470 1.20 440 540 2.0 430 490 2.6 440 540 420 480 370 440 360 430 350 410 360 410 390 360 7.2 7.9 Crack 20 150 1.2 2.2 M L L L L M 100 F N Y Y 15/11/2019

57B-AC2 57B 57 B AC2 01.10.19 MW DG 0.2 2.8 D 450 480 1.2 420 440 2.0 420 420 2.6 420 440 420 430 390 410 370 400 360 380 360 380 360 370 7.7 7.8 Split 15 200 1.2 2.1 Knot M L L M L L 100 F N Y Y 15/11/2019Knot in pile underwater.Bolt @1.7.

58B-Z 58B 58 B Z 30.09.19 MW BM 0.3 2.6 D 530 570 0.3 480 490 2.0 440 470 2.6 540 540 480 490 460 470 420 420 400 420 350 410 370 390 6.9 6.9 L M L L L L 100 F N Y Y 15/11/2019 Bolt @0.85.

58B-AA 58B 58 B AA 30.09.19 MW BM 0.3 2.6 D 450 460 0.30 370 380 2.0 370 390 2.6 410 430 360 380 320 350 320 350 310 330 320 320 340 340 340 340 7.1 7.1 Split 20 200 0.3 0.6 Split 10 150 0.3 1.1 L H L L M L 100 P N Y Y 15/11/2019 M-H borer

61B-X 61B 61 B X 30.09.19 MW GH 0.3 2.4 D 700 700 0.30 540 600 2.0 550 550 2.6 630 700 540 600 550 580 530 530 540 550 520 550 540 540 6.6 6.6 Crack 20 200 0.3 2.3 Knot 550 550 5.7 L M M L L M 100 F N Y Y 15/11/2019Outer pile bark coming off at seabed.2x Bolts @0.7.

61B-U 61B 61 B U 30.09.19 MW GH 0.3 2.4 D 580 580 0.40 550 560 2.0 510 530 2.6 560 560 550 560 510 540 520 540 510 520 490 510 490 510 6.2 6.2 Crack 20 100 0.3 2.3 Crack 20 100 0.3 2.3 Hollow 200 350 4.9 5.3 Checkout 50 250 2.5 2.9 L H L L L L 100 FAIL N Y Y 15/11/2019Cavity opens up inside into a Hollow.2x Diagonal brace @0.6 to 0.9.Bolts @1.4, 2.0, 2.6 and 2.7.

61B-AC2 61B 61 B AC2 26.09.19 MW GH 0.4 2.4 D 480 490 1.20 460 480 2.0 440 470 2.6 460 480 450 480 460 470 440 530 400 400 390 390 370 380 7.8 8.0 Knot 600 380 4.5 6.0 Hollow 200 200 5 6 L M L L M L 100 FAIL N Y Y 15/11/2019 Condition changed from Fair to Poor.Large Cavity underwater.Platform @1.9 to 2.1.Bolt @2.0.

61B-AC1 61B 61 B AC1 26.09.19 MW GH 0.4 2.4 D 480 480 1.2 460 460 2.0 430 430 2.6 460 460 410 430 400 410 380 400 360 380 360 410 380 390 7.5 7.5 L H M L L L 100 P N Y Y 15/11/2019 M-H borer

Multiple small holes in timber underwater and at seabed.Platform @1.8 to 2.0.Bolts @1.9 and 2.0.6" Nail @2.0 and 2.1.

61B-AB 61B 61 B AB 26.09.19 MW GH 0.4 2.4 D 480 510 0.3 450 480 2.0 390 420 2.6 460 490 450 480 390 410 380 390 350 360 350 360 360 360 350 350 7.4 7.5 Crack 20 300 0.3 2.0 M M L L M L 100 F N Y Y 15/11/2019 Shallow non borer cavitiesMultiple small holes in timber underwater and at seabed.Platform @1.9 to 2.1.Bolts @1.9 and 2.1.

62B-W 62B 62 B W 26.09.19 MW GH 0.4 2.4 D 510 520 0.3 420 440 2.0 400 400 2.6 470 520 420 440 390 400 380 390 360 370 350 350 370 380 6.4 6.4 Crack 15 50 1.7 2.3 L M L L L M 100 F N Y Y 15/11/2019 Bolt @0.9.

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

HWto

LW

LWto

Mid

Mid

toSe

abed

HWto

LW

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

Type

11m fromSoffit

12m fromSoffit


seabed level)

MinimumDiameter

Mid

toSe

abed


Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit

4m fromSoffit

Data

Chec

ked?

Data

Appr

oved

?

Batc

hDa

te

Revi

ewCo

mm

ents Comments


/ Severe


/ Severe

Thic

knes

sofM

arin

eGr

owth

(mm

)

Gene

ralC

ondi

tion

Good

(G)/

Fair

(F)/

Poor

(P)/

Faile

d(F

AIL)

Repa

irsPr

esen

t?(Y

/N)

Revi

ewCo

nditi

on?

LWto

Mid

9m fromSoffit

10m fromSoffit

Pile

ID(A

uto

Gene

rate

d)

Bent

Bent IDBreakdown

Row

(lett

er)

(whe

reap

plic

able

)

Surv

eyDa

te


Supe

rviso

r

Dive

r

VTS

Tide

RL(m

CD)

Dist

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from

Deck

soffi

tto

Sea-

leve

l(m

)-A

TPI

LEDe

ckso

ffitR

L-A

TPI

LE

5m fromSoffit

6m fromSoffit

7m fromSoffit

8m fromSoffit



Top Bottom

Top Bottom Top Bottom

Top Bottom

Top Bottom

Top Bottom

Bent

Num

ber(

whe

reap

plica

ble)

Bent

Lett

er(w

here

appl

icabl

e)

No.1

No.2

Tape

Dist

ance

from

Soffi

t(m

)

No.1

No.2

Tape

Dist

ance

from

Soffi

t(m

)

No.1

No.2

Tape

Dist

ance

from

Soffi

t(m

)

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

MIN

Dist

ance

from

Soffi

t(m

)M

AXDi

stan

cefro

mSo

ffit

(m)

No.1

No.2

Tape

Dist

ance

from

Soffi

t(m

)

15B-U 15B 15 B U 31/10/19 GH AS 0.8 2.3 470 530 0.30 480 480 2.3 440 450 2.9 500 520 510 520 440 450 420 430 420 430 430 440 5.7 5.7 Crack 5 150 top 2.0 L L L L L L 100 F N Y Y 18/11/2019Beams (2) @ 0.3 from top of pileBeam @ 2.5 (Beam rotting)

15B-Y 15B 15 B Y 31/10/19 GH AS 0.6 2.5 400 530 0.3 400 480 2.3 430 470 2.9 460 540 450 540 430 470 450 480 440 450 410 430 5.8 5.8 Crack 5 120 top 2.4 Knot 120 50 5.0 5.3 Nil M L L L L 100 F N Y Y 18/11/2019Pipe Rack @ 1.8Moderate depletion pitting

18B-AB 18B 18 B AB 31/10/19 GH AG 0.9 2.2 480 510 0.30 440 440 0.3 420 430 2.9 460 510 470 500 410 430 400 430 390 400 400 410 400 400 6.8 6.8 CracK 10 100 0.3 2.6 Crack 10 100 0.3 2 L L L L L L 100 F N Y Y 18/11/2019 Multiple small holes in timber across pile underwater.

18B-AC1 18B 18 B AC1 31/10/19 GH AG 0.9 2.2 500 510 1.20 460 460 2.3 440 450 2.9 500 500 440 450 440 440 420 420 400 420 400 410 6.8 6.8 Crack 10 100 1.2 2.4 Crack 10 100 1.2 2.1 L L L L L L 100 F N Y Y 18/11/2019 Multiple small holes in timber across pile underwater.

18B-X 18B 18 B X 31/10/19 GH AG 0.9 2.2 510 510 0.30 440 470 2.3 430 430 2.9 490 520 490 520 430 430 410 420 400 400 380 390 380 390 6.0 6.0 L M L L L L 100 F N Y Y 18/11/2019Tie Beam (Holding Pipe) 150L @ 1.8-1.95Multiple small holes in timber across pile underwater.

25B-AE 25B 25 B AE 8/11/19 GH SM 1.2 1.8 560 560 0.30 580 590 2.3 560 580 2.9 560 560 570 580 560 580 540 550 530 560 530 550 530 540 520 540 540 550 8.4 8.7 Crack 10 120 0.9 1.8 Crack 10 180 0.3 1.8 Crack 20 100 0.3 1.9 L L L L L L 100 F N Y Y 18/11/2019Electrical Conduit @ 0.5 and 0.7Multiple small holes in timber across pile underwater.

25B-V 25B 25 B V 30/10/19 GH AG 0.3 2.8 540 580 0.30 540 560 2.3 540 560 2.9 570 600 550 600 560 570 560 560 550 560 560 570 560 570 6.1 6.1 Crack 15 300 0.3 2.1 Crack 10 300 0.3 1.6 L M L L L L 100 F N Y Y 18/11/2019Depletion pits across pile underwater.Multiple small holes in timber across pile underwater.Beams (2) @ 300-600

28B-U 28B 28 B U 29/10/19 GH BM 0.4 2.7 580 600 0.30 530 530 2.3 520 540 2.9 580 600 530 530 520 540 520 540 510 540 510 520 510 520 6.0 6.0 Crack 10 100 0.3 2.1 Nil L L L L L 100 F N Y Y 18/11/2019Beam @2.4-2.7.Beam @0.6.

28B-X 28B 28 B X 29/10/19 GH AS 0.4 2.6 560 600 0.30 540 560 2.3 540 560 2.9 560 580 580 580 560 620 560 590 550 600 580 600 580 600 6.0 6.1 Crack Nil L L L L L 100 F N Y Y 18/11/2019

Timber Pile Rack @ 1.2 from sofitLarge Nailos (2) @ 1.0Light depletion pittingPile on SB on South Side

29B-Z 29B 29 B Z 29/10/19 GH AS 0.9 2.2 560 570 0.30 500 520 2.3 540 560 2.9 570 570 560 560 540 560 520 550 470 490 500 510 470 500 6.5 6.5 Crack 15 200 0.3 1.0 L L L M L L 100 F N Y Y 18/11/2019

31B-V 31B 31 B V 28/10/19 GH BM 0.8 2.3 540 570 0.3 520 540 2.3 510 540 2.9 520 560 560 570 510 540 480 500 470 480 470 500 470 500 6.0 6.0 L L L L L L 100 F N Y Y 18/11/2019Multiple small holes in timber underwater.Bolts @1.7.Bracing @0.3 to 0.6.

31B-Y 31B 31 B Y 28/10/19 GH BM 0.8 2.3 590 600 0.30 550 560 2.3 540 550 2.9 570 600 590 600 540 550 540 540 540 560 530 540 540 540 6.3 6.3 Split 15 0.3 2.4 L L L L L L 100 F N Y Y 18/11/2019 Beam / Pipe Rack @1.4.

35B-X 35B 35 B X 28/10/19 GH DG 0.7 2.1 570 570 0.3 550 550 2.0 480 510 2.6 540 560 550 550 510 530 490 510 480 500 470 490 470 490 6.2 6.2 Crack 10 0.3 1.5 Split 15 200 0.3 1 Crack 20 60 2 3.1 Crack 20 40 2 3 L L L L L L 100 F N Y Y Y 18/11/2019Multiple small holes in timber across pile underwater.Tie Beams x 2 running 35X - 35Y @1.1.

44B-V 44B 44 B V 24.10.19 GH DG 0.7 D 580 600 0.30 560 560 2.0 500 530 2.6 580 580 560 560 470 500 460 460 420 440 430 440 420 480 6.1 6.1 Split 10 0.3 2.0 L L L L L M 100 F N Y Y 18/11/2019Depletion pits across entire pile.Beams @0.5.

44B-W 44B 44 B W 24.10.19 GH DG 0.7 D 540 550 0.50 520 530 2.0 480 490 2.6 520 540 520 530 450 480 440 460 420 450 400 420 390 420 6.2 6.2 Crack 10 200 0.5 2.0 L L L L L M 100 F N Y Y 18/11/2019Depletion pits across entire pile.Multiple small holes in timber.

44B-X 44B 44 B X 24.10.19 GH DG 0.7 D 560 560 0.50 520 520 2.0 450 500 2.6 510 530 520 520 460 480 420 450 420 420 400 440 410 440 6.3 6.3 L L L L L M 100 G N Y Y 18/11/2019 Pipes @0.5.

45B-U 45B 45 B U 24.10.19 GH DG 0.3 D 520 540 0.30 500 530 2.0 490 510 2.6 510 540 500 530 470 510 460 500 470 490 480 490 480 500 6.1 6.1 Split 15 100 0.0 0.2 L L L L L L 100 F N Y Y 18/11/2019 Whaler beam in TZDepletion pits across entire pile.2x Beams @2.6.Nail @2.0.

46B-X 46B 46 B X 24.10.19 GH CH 0.4 D 540 550 0.3 530 540 2.0 490 500 2.6 540 540 530 540 500 520 480 480 460 470 460 470 460 470 6.4 6.4 Crack 5 0.3 1.8 Split 10 150 0.3 1.6 L M L L L L 100 F N Y Y 18/11/2019Multiple small holes in timber underwater.Pipes @0.3.Bolt @0.5.

47B-AC2 47B 47 B AC2 24.10.19 GH CH 0.6 D 490 540 1.00 510 540 2.0 480 490 2.6 490 540 510 540 460 480 460 460 430 450 410 420 400 410 400 410 7.7 7.7 Crack 10 50 1.0 1.8 Crack 10 150 1.0 2.0 Knot Bolt Holes Nil L L L L L 100 F N Y Y 18/11/2019Multiple small holes in timber underwater.Bolts @1.7.

47B-X 47B 47 B X 24.10.19 GH CH 0.7 D 510 530 0.30 490 520 2.0 450 470 2.6 490 520 490 520 440 450 420 450 410 420 410 420 420 430 6.4 6.4 Crack 10 150 0.3 0.8 L L L L L L 100 F N Y Y 18/11/2019Depletion pits across pile underwater.Pipes @0.3.Bolt @0.85.

55B-AA 55B 55 B AA 02.10.19 MW SM 2.8 D 560 600 0.30 580 580 2.0 510 550 2.6 560 600 520 540 580 580 520 530 500 530 490 500 440 480 440 480 7.1 7.2 Crack 10 100 1.0 1.8 L L L L L L 100 F N Y Y 18/11/2019

55B-U 55B 55 B U 01.10.19 MW GH 0.2 2.8 D 490 510 0.9 440 510 2.0 410 500 2.6 490 580 440 510 420 450 400 420 390 420 380 420 380 420 6.1 6.1 Split 15 150 0.7 2.1 Crack Bolt Hole L L L L L L 100 F N Y Y 18/11/2019Marine growth in checkout behind whaler.Whaler heavily depleted.

Concrete Headstock @0.3.2x Diagonal Bracings to 55B-T2 @0.6 to 0.9.Whaler to T2 @2.5 to 2.8.

55B-V 55B 55 B V 01.10.19 MW GH 0.2 2.8 D 490 600 0.60 410 460 2.0 430 440 2.6 490 570 410 460 420 450 400 400 390 400 390 390 390 400 6.4 6.4 Crack 15 100 0.6 0.9 L L L L L L 100 F N Y Y 18/11/2019Concrete Headstock @0.3.2x Diagonal Brace to 55B-U @0.6. Burn marks ontimber.

55B-W 55B 55 B W 01.10.19 MW GH 0.2 2.8 D 510 530 0.3 490 500 2.0 430 430 2.6 490 510 490 500 430 440 390 410 380 390 390 390 410 420 6.5 6.5 Crack 10 150 0.6 0.9 Split 10 200 0.3 1.3 Split 20 250 0.3 1.9 Split 10 300 0.3 1.9 M L L L L L 100 F N Y Y Y 18/11/2019Timber has multiple shallow holes underwater and atseabed.

55B-X 55B 55 B X 01/10/2019 MW GH 0.2 2.8 D 580 580 0.30 500 520 2.0 510 530 2.6 560 560 500 520 550 550 530 530 470 480 460 470 490 490 6.5 6.5 Split 10 130 0.3 1.8 Crack 10 130 0.3 1.75 L L L L L L 100 F N Y Y 18/11/2019

55B-Z 55B 55 B Z 01/10/2019 MW GH 0.2 2.8 D 550 550 0.3 530 530 2.0 490 510 2.6 540 560 530 530 490 490 460 490 490 490 460 480 470 480 6.9 6.9 M M L L L L L 100 F N Y Y 18/11/2019 Moderate Borer activity

56B-AA 56B 56 B AA 01/10/2019 MW GH 0.2 2.8 D 600 600 0.30 540 560 2.0 500 540 2.6 560 570 540 560 490 520 460 470 430 440 410 440 400 410 400 410 7.1 7.1 M M L L L L 100 F N Y Y 18/11/2019

56B-AB 56B 56 B AB 01/10/2019 MW GH 0.2 2.8 D 580 630 0.30 550 600 2.0 530 560 2.6 560 610 550 600 490 560 480 530 460 490 470 480 460 480 440 470 7.4 7.4 Split 15 0.3 2.0 M M L L L L 100 F N Y Y 18/11/2019 6" Nail @2.1.

56B-AC1 56B 56 B AC1 01/10/2019 MW GH 0.2 2.8 D 530 580 1.20 580 590 2.0 530 540 2.6 580 590 530 550 510 530 490 510 470 500 470 500 470 480 7.6 7.7 Crack 20 200 1.2 2.3 Crack 15 100 1.2 1.9 Split 20 250 1.2 2.3 Split 25 250 1.2 2.1 Checkout M M L L L L 100 F N Y Y Y 18/11/2019Checkout at High Water.Bolt @1.6.

56B-AC2 56B 56 B AC2 01/10/2019 MW GH 0.2 2.8 D 480 510 1.20 540 580 2.0 530 540 2.6 540 580 510 550 490 530 470 560 460 510 480 540 480 520 7.6 7.9 Split 15 250 1.2 2.3 Crack 15 50 1.2 2.4 L M L L L L 100 F N Y Y 18/11/2019

56B-V 56B 56 B V 01.10.19 MW GH 0.2 2.8 D 450 540 0.60 550 560 2.0 480 520 2.6 490 550 550 560 480 490 420 440 390 430 380 410 410 440 6.3 6.3 L H L L L L 100 P N Y Y 18/11/2019 Borer activity appears to have increasedConcrete Headstock @0.3.2x Diagonal Beam to 56B-U @0.6.

56B-W 56B 56 B W 01.10.19 MW GH 0.2 2.8 D 600 640 0.30 550 600 2.0 530 550 2.6 600 640 550 600 530 550 510 510 490 510 460 470 470 490 6.4 6.4 Split 15 DIA 0.3 1.5 Crack 15 180 0.3 1.2 L L L L L L 100 F N Y Y 18/11/2019 Bolt @0.7.

56B-X 56B 56 B X 01.10.19 MW GH 0.2 2.8 D 500 600 0.30 460 560 2.0 400 520 2.6 480 600 460 560 480 450 410 470 370 480 400 470 440 510 6.5 6.5 Split 20 DIA 0.3 2.3 M M L L L L L 100 F N Y Y Y 18/11/2019 Wide crack/split at top of pile.

56B-Y 56B 56 B Y 01.10.19 MW GH 0.2 2.8 D 510 540 0.30 450 460 2.0 430 440 2.6 520 530 450 460 430 440 410 420 400 400 380 390 380 380 6.6 6.6 Crack 20 200 0.3 1.6 Crack 20 200 0.3 2.1 Split 20 250 0.3 1.5 Crack 20 200 0..3 1.7 M M L L L L 100 F N Y Y 18/11/2019Small shallow holes present in timber underwater and atseabed.

56B-Z 56B 56 B Z 01.10.19 MW GH 0.2 2.8 D 600 600 0.30 600 610 2.0 540 560 2.6 550 650 600 610 540 560 530 550 500 540 480 530 470 510 6.9 6.9 Split 50 DIA 0.3 2.7 Split M L L L L L 100 P N Y Y Y 18/11/2019 Large split at top of pile.Split opens up into a small cavity near top of pile.Bolt @0.9.

57B-AC1 57B 57 B AC1 01.10.19 MW DG 0.2 2.8 D 500 530 1.2 490 500 2.0 470 480 2.6 490 500 460 460 430 430 410 420 400 410 400 420 400 410 7.6 7.8 M L L L L L 100 F N Y Y 18/11/2019 Bolts @1.7 and 2.0.

57B-U 57B 57 B U 01.10.19 MW DG 0.2 2.8 D 550 630 0.90 530 570 2.0 500 540 2.6 550 630 530 570 540 550 530 540 520 580 480 530 480 530 6.0 6.0 Crack 15 200 0.3 2.2 M M L L L L 100 F N Y Y 18/11/2019Concrete Headstock @0.3.2x Diagonal brace to 57B-T2 @0.6 to 0.9.Whaler to 57B-T @2.5 to 2.7.

57B-V 57B 57 B V 01.10.19 MW DG 0.2 2.8 D 540 600 0.60 510 540 2.0 510 530 2.6 530 600 510 540 510 510 480 500 490 490 460 470 470 500 6.3 6.4 Crack 10 100 0.3 2.0 Crack 10 200 0.3 1.0 L L M L L L 100 F N Y Y 18/11/2019

Bolts @0.9 and 1.0.2x Diagonal Brace to 57B-U @0.6.Concrete Headstock @0.3.PVC Pipe @1.1.

57B-Y 57B 57 B Y 01.10.19 MW DG 0.2 2.8 D 490 520 0.30 460 480 2.0 450 460 2.6 500 500 460 480 440 470 440 450 430 430 410 430 430 450 6.7 6.7 Crack 10 150 0.3 1.8 L L L L L L 100 F N Y Y 18/11/2019

57B-Z 57B 57 B Z 01.10.19 MW DG 0.2 2.8 D 540 620 0.30 510 560 2.0 480 540 2.6 550 560 510 560 470 490 460 480 450 460 420 470 430 450 6.9 7.0 L L L L L L 100 F N Y Y 18/11/2019 Bolt @0.9.

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

HWto

LW

LWto

Mid

Mid

toSe

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HWto

LW

Max

Dept

h(m

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Type

Max

wid

th(m

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Max

Dept

h(m

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Tape

Dist

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from

Soffi

t(m

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Tape

Dist

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Soffi

t(m

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Tape

Dist

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Soffi

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Tape

Dist

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Soffi

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Tape

Dist

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Soffi

t(m

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Tape

Dist

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Soffi

t(m

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Tape

Dist

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from

Soffi

t(m

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Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Type

11m fromSoffit

12m fromSoffit


seabed level)

MinimumDiameter

Mid

toSe

abed


Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit

4m fromSoffit

Data

Chec

ked?

Data

Appr

oved

?

Batc

hDa

te

Revi

ewCo

mm

ents Comments


/ Severe


/ Severe

Thick

ness

ofM

arin

eGr

owth

(mm

)

Gene

ralC

ondi

tion

Good

(G)/

Fair

(F)/

Poor

(P)/

Faile

d(F

AIL)

Repa

irsPr

esen

t?(Y

/N)

Revi

ewCo

nditi

on?

LWto

Mid

9m fromSoffit

10m fromSoffit

Pile

ID(A

uto

Gene

rate

d)

Bent

Bent IDBreakdown

Row

(lett

er)

(whe

reap

plica

ble)

Surv

eyDa

te


Supe

rviso

r

Dive

r

VTS

Tide

RL(m

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Dist

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from

Deck

soffi

tto

Sea-

leve

l(m

)-A

TPI

LEDe

ckso

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L-A

TPI

LE

5m fromSoffit

6m fromSoffit

7m fromSoffit

8m fromSoffitTop Of Pile

High Water(RL+0.8m)


Top Bottom

Top Bottom Top Bottom

Top Bottom

Top Bottom

Top Bottom

Bent

Num

ber(

whe

reap

plica

ble)

Bent

Lett

er(w

here

appl

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No.1

No.2

Tape

Dist

ance

from

Soffi

t(m

)

No.1

No.2

Tape

Dist

ance

from

Soffi

t(m

)

No.1

No.2

Tape

Dist

ance

from

Soffi

t(m

)

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

MIN

Dist

ance

from

Soffi

t(m

)M

AXDi

stan

cefro

mSo

ffit

(m)

No.1

No.2

Tape

Dist

ance

from

Soffi

t(m

)

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

HWto

LW

LWto

Mid

Mid

toSe

abed

HWto

LW

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

t(m

)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

Type

11m fromSoffit

12m fromSoffit


seabed level)

MinimumDiameter

Mid

toSe

abed


Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit

4m fromSoffit

Data

Chec

ked?

Data

Appr

oved

?

Batc

hDa

te

Revi

ewCo

mm

ents Comments


/ Severe


/ Severe

Thick

ness

ofM

arin

eGr

owth

(mm

)

Gene

ralC

ondi

tion

Good

(G)/

Fair

(F)/

Poor

(P)/

Faile

d(F

AIL)

Repa

irsPr

esen

t?(Y

/N)

Revi

ewCo

nditi

on?

LWto

Mid

9m fromSoffit

10m fromSoffit

Pile

ID(A

uto

Gene

rate

d)

Bent

Bent IDBreakdown

Row

(lett

er)

(whe

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plica

ble)

Surv

eyDa

te


Supe

rviso

r

Dive

r

VTS

Tide

RL(m

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Dist

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from

Deck

soffi

tto

Sea-

leve

l(m

)-A

TPI

LEDe

ckso

ffitR

L-A

TPI

LE

5m fromSoffit

6m fromSoffit

7m fromSoffit


High Water(RL+0.8m)

58B-AB 58B 58 B AB 30.09.19 MW BM 0.3 2.6 D 700 700 0.30 650 680 2.0 650 650 2.6 700 700 650 680 650 650 620 620 620 620 600 600 580 600 580 600 7.5 7.5 Split 20 200 0.3 1.1 Split 20 100 0.3 1.2 Checkout L L L L L L 100 G N Y Y 18/11/2019 Bolt @0.8.

58B-AC1 58B 58 B AC1 30.09.19 MW BM 0.3 2.8 D 500 510 1.30 480 520 2.0 430 470 2.6 470 530 480 520 450 490 420 450 410 430 410 410 380 400 390 390 7.6 7.6 Crack 20 150 1.3 2.5 Crack 10 80 1.5 2.5 L L L L L L L 100 F N Y Y 18/11/2019 Cracking at top of pileConcrete headstock @0.5.Bolt @1.75.

58B-U 58B 58 B U 30.09.19 MW BM 0.3 2.8 D 560 570 0.30 490 510 2.0 460 510 2.6 530 540 490 510 510 510 460 490 440 450 430 450 430 430 6.2 6.2 Split 20 150 0.3 0.9 Knot L L L L L L 100 F N Y Y 18/11/2019Beams @0.6, 0.9 & 2.6.Pipes/Lines affixed to N/W faces.Bolt @1.3 through pile.

58B-W 58B 58 B W 30.09.19 MW BM 0.3 2.8 D 550 560 0.30 470 490 2.0 480 480 2.6 540 550 470 490 470 480 420 450 410 410 410 430 420 430 6.4 6.4 Split 10 200 0.3 1.8 L L L L L M 100 F N Y Y 18/11/2019 Bolts @0.8 and 0.9.

58B-X 58B 58 B X 30.09.19 MW BM 0.3 2.8 D 470 480 0.30 460 530 2.0 440 480 2.6 460 530 440 490 430 460 400 450 390 430 400 420 410 450 6.5 6.5 Crack 20 150 0.3 0.8 L L L L L L 100 F N Y Y 18/11/2019 Timber block 200x120 @0.7.

58B-Y 58B 58 B Y 30.09.19 MW BM 0.3 2.8 D 580 600 0.30 540 560 2.0 500 520 550 580 540 560 490 500 460 470 430 450 420 430 410 430 6.6 6.6 L M L L L M 100 F N Y Y 18/11/2019

Multiple small holes in timber underwater and atseabed.PVC Pipe @0.75.2x Bolts @0.8.Protrusions 400mm on North pile face.

59B-AA 59B 59 B AA 30.09.19 MW BM 0.3 2.8 D 570 600 0.3 510 540 2.0 480 490 2.6 550 590 510 540 540 550 440 470 430 460 410 430 420 420 420 420 7.1 7.2 Split 30 150 0.3 2.0 L L L L L L 100 F N Y Y Y 18/11/2019 Bolts @0.8.

59B-AB 59B 59 B AB 30.09.19 MW BM 0.3 2.8 D 540 580 0.30 510 500 2.0 480 480 2.6 500 510 500 510 480 490 450 470 440 450 420 450 420 440 420 430 7.5 7.5 Crack 20 200 0.3 1.0 L L L L L M 100 F N Y Y 18/11/2019Bolts @0.8 and 1.5.6" Nail @2.5.

59B-AC2 59B 59 B AC2 30.09.19 MW BM 0.3 2.8 D 450 500 1.20 440 480 2.0 430 470 2.6 440 480 470 480 450 450 440 450 410 440 470 480 450 470 7.7 7.9 Split 20 DIA Crack 20 200 1.2 1.4 M M L L L L 100 F N Y Y 18/11/2019Many bolt holes in the above water region. Platformadjacent.

59B-U 59B 59 B U 30.09.19 MW BM 0.3 2.8 D 550 570 0.30 510 520 2.0 500 540 2.6 550 570 510 520 460 530 450 520 470 500 430 490 440 490 6.2 6.2 L L L L L L 100 F N Y Y 18/11/2019Old timber whaler in TZ with heavy marine growth.Beams @0.6 and 2.6.Bolts @1.25 and 2.0.

59B-Y 59B 59 B Y 30.09.19 MW BM 0.3 2.8 D 540 610 0.3 460 520 2.0 470 520 2.6 540 600 460 520 470 520 460 480 430 440 410 430 440 490 6.7 6.7 M M M L L M 100 F N Y Y 18/11/2019Multiple small holes in timber underwater.Bolt @0.95.

59B-Z 59B 59 B Z 30.09.19 MW BM 0.3 2.8 D 500 600 0.3 460 500 2.0 430 470 2.6 490 580 460 500 450 470 440 450 410 420 410 420 400 410 6.8 6.8 Split 10 200 0.3 2.1 L L L M L L 100 F N Y Y 18/11/2019 PVC pipe @0.7.

61B-V 61B 61 B V 26.09.19 MW GH 0.4 2.4 D 500 510 0.6 440 470 2.0 420 450 2.6 490 520 440 470 440 450 430 440 410 410 400 420 410 430 6.3 6.3 L M L L L L 100 F N Y Y 18/11/20192x Diagonal Brace @0.3 to 0.6.Bolt @0.9.

61B-Y 61B 61 B Y 30.09.19 MW BM 0.3 2.4 D 560 600 0.30 530 580 2.0 460 500 2.6 540 600 530 580 450 460 440 450 420 420 400 410 400 420 6.5 6.5 Split 40 250 0.3 1.6 Crack 20 200 0.3 1.2 M L L M M L 100 F N Y Y Y 18/11/2019Multiple small holes in timber across enitre length ofpile. Bolt @0.8.

62B-AC1 62B 62 B AC1 26.09.19 MW GH 0.4 2.6 D 560 590 1.50 500 580 2.0 480 550 2.6 500 580 480 550 450 510 430 480 440 480 420 470 420 470 7.5 7.6 Split 20 DIA 1.2 2.1 L M L L L L 100 F N Y Y 18/11/2019Platform @1.8 to 2.0.Bolts @1.9 and 2.0.Brace to 62B-AB @1.5 to 1.8.

62B-X 62B 62 B X 26.09.19 MW GH 0.4 2.4 D 510 540 0.30 440 470 2.0 420 460 2.6 470 510 440 470 410 420 400 430 370 410 370 400 410 430 6.5 6.5 L L L L L L 100 F N Y Y 18/11/2019

62B-Z 62B 62 B Z 26.09.19 MW GH 0.4 2.4 D 600 600 0.30 520 560 2.0 510 540 2.6 600 600 520 560 500 540 470 510 470 480 430 450 440 470 440 470 6.8 7.0 Knot 580 560 5.5 Knot M M L M L L 100 F N Y Y 18/11/2019


Top Bottom

Top Bottom Top Bottom Top Bottom Top Bottom Top Bottom

Bent

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reap

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ble)

Bent

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er(w

here

appl

icabl

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No.1

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)

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MIN

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Soffi

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Soffi

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)

Part 2 12B-AE 12B 12 B AE 6/11/19 GH AS 1.0 2.1 D 480 550 0.30 470 510 2.3 470 470 2.9 510 540 500 530 470 470 430 450 430 430 420 430 410 420 430 430 7.3 7.7 Crack 20 150 0.3 0.5 Cracks 15 200 0.3 2 Knot 100 50 6.7 6.9 Nil L L L L L 100 F N Y Y 20/11/2019

Pipes @0.4.Beam @0.4.Bolt @0.5.Multiple small holes in timber across pile underwater.

Part 2 14B-AA 14B 14 B AA 31/10/19 GH AS 0.9 2.2 D 530 550 0.30 460 480 2.3 500 520 2.9 540 550 530 540 500 520 460 470 440 440 450 460 450 460 6.0 6.0 Knot 50 50 3.3 3.4 L M L L L L 100 F N Y Y 20/11/2019

Part 2 15B-AA 15B 15 B AA 31/10/19 GH AS 0.6 2.5 D 440 500 0.30 440 480 2.3 430 450 2.9 520 530 520 530 430 450 410 430 400 410 380 390 380 390 6.1 6.1 Nil L L L L M 100 F N Y Y 20/11/2019

Part 2 15B-AC2 15B 15 B AC2 31/10/19 GH AS 0.6 2.5 D 470 500 1.3 420 470 2.3 430 440 2.9 470 520 430 440 420 430 410 410 390 390 400 420 6.8 6.8 L L L L L L 100 F N Y Y 20/11/2019 Multiple small holes in timber across pile underwater.

Part 2 15B-AE 15B 15 B AE 7/11/19 GH SM 1.0 2.1 D 530 540 0.30 490 500 2.3 490 490 2.9 500 540 470 510 490 490 470 480 460 460 440 450 440 440 440 440 7.6 7.9 Crack 20 200 0.3 2.0 Crack 15 200 0.6 1.5 Crack 10 200 1.2 2.0 Crack 10 210 0.3 2.0 L L L L L L 100 F N Y Y 20/11/2019ELECTRICAL CABLES @ 0.5 FROM TOP OF PILEMultiple small holes in timber across pile underwater.

Part 2 15B-Z 15B 15 B Z 31/10/19 GH AS 0.6 2.5 D 460 560 0.30 400 520 2.3 450 470 2.9 510 550 500 550 450 470 440 440 420 430 410 440 5.9 5.9 Crack 30 150 Top 0.2 Split 20 Top 2.6 Nil L L L L M 100 F N Y Y 20/11/2019

Part 2 16B-AA 16B 16 B AA 31/10/19 GH AS 0.6 2.5 D 520 600 0.30 440 450 2.3 420 420 2.9 520 530 440 440 410 420 390 410 380 390 370 370 370 370 6.3 6.5 L L L L L L M 100 F N Y Y 20/11/2019 Bark depletion and rotting above water.

Part 2 16B-V 16B 16 B V 31/10/19 GH AG 0.8 2.3 D 490 550 0.30 450 480 2.3 410 470 2.9 530 530 450 480 410 470 460 470 470 490 500 500 5.8 5.8 L L L L L L 100 F N Y Y 20/11/2019 Beams (2) @ top

Part 2 17B-V 17B 17 B V 31/10/19 GH 0.8 2.3 D 480 520 0.30 450 480 2.3 470 500 2.9 540 540 480 490 470 500 430 440 410 420 420 430 5.6 5.6 M M M L L L 100 F N Y Y 20/11/2019Multiple shallow small holes in timber across enitre pile.Tie Beams (2) 300L @ 0.3 - 0.6

Part 2 17B-Z 17B 17 B Z 31/10/19 GH AG 0.9 2.2 D 400 460 0.30 390 410 2.3 390 410 2.9 390 480 390 470 390 410 380 390 370 370 360 380 360 370 6.3 6.3 L L L L L L 100 F N Y Y 20/11/2019 Multiple small holes in timber across pile underwater.

Part 2 18B-AA 18B 18 B AA 31/10/19 GH AG 0.9 2.2 D 430 530 0.30 410 470 2.3 470 470 2.9 480 500 430 480 470 470 460 460 450 470 440 440 420 430 6.5 6.5 L L L L L L 100 F N Y Y 20/11/2019

Part 2 18B-AD 18B 18 B AD 7/11/19 GH AS 1.1 2.0 D 500 530 0.30 490 500 2.3 490 530 2.9 500 540 490 500 490 530 480 480 460 470 440 460 440 460 430 480 7.3 7.5 Crack 10 250 0.3 1.2 Crack 5 150 0.3 1.8 Knot 150 30 6.4 6.5Cavity in

knot 110 150 6.4 6.5 Nil L L L L L 100 P N Y Y 20/11/2019Tie beams @ 1.2Bolts @ 1.9Multiple small holes in timber across pile underwater.

Part 2 18B-Y 18B 18 B Y 31/10/19 GH AG 0.9 2.2 D 580 580 0.30 540 540 2.3 550 550 2.9 590 590 580 580 550 550 540 550 560 560 500 510 500 510 6.1 6.1Cavity (in

knot) 100 150 5.1 5.4 knot 200 40 5 5.45 L L L L L L 100 P N Y Y Y 20/11/2019 Tie Beam (Holding Pipe) 150L

Part 2 19B-X 19B 19 B X 31/10/19 GH AG 0.6 2.5 D 540 550 0.30 490 500 2.3 490 490 2.9 540 540 540 540 480 490 470 480 440 450 450 470 450 470 6.0 6.0 L M L M L L 100 F N Y Y 20/11/2019Beams (2) @ 1.7-1.85Multiple small holes in timber across entire pile.

Part 2 20B-W 20B 20 B W 30/10/19 GH BM 0.5 2.6 D 500 510 0.3 450 470 2.3 440 450 2.9 510 520 490 510 440 450 420 430 410 430 410 430 410 430 6.0 6.0 Crack 15 250 0.3 1.6 L L L L M L 100 F N Y Y 20/11/2019

Part 2 21B-Z 21B 21 B Z 30/10/19 GH BM 0.6 2.5 D 580 580 0.30 510 530 2.3 510 490 2.9 560 580 510 560 490 500 470 470 450 460 430 440 440 450 6.4 6.4 Crack 15 250 0.3 2.3 L L L L L L M 100 F N Y Y 20/11/2019

Part 2 23B-AE 23B 23 B AE 7/11/19 GH BM 1.1 2.0 D 550 600 0.3 490 510 2.3 470 480 2.9 550 600 550 600 470 480 440 480 430 520 410 460 420 440 470 480 470 480 8.1 8.4 Crack 5 150 0.3 1.5 Crack 5 100 0.3 2 Hollow 200 200 4.9 5.2 L M L L L M 100 FAIL N Y Y 20/11/2019 Electrical Cables (3) @ 0.5

Part 2 23B-AF 23B 23 B AF 7/11/19 GH BM 1.1 2.0 D 550 600 0.45 510 540 2.3 500 500 2.9 530 540 470 530 500 500 480 480 450 460 450 470 430 440 420 430 420 420 520 420 420 9.1 9.5 Split 20 0.5 2.0 split 20 0.45 2 Split 20 0.45 2 Knot 8.2 8.3 L L L L L M 100 F N Y Y 20/11/2019 Possible poor from top splitingElectrical sheave @ 0.2Bolt @ 2.0

Part 2 23B-V 23B 23 B V 30/10/19 GH AG 0.5 2.3 D 480 500 0.30 430 460 2.3 450 450 2.9 470 520 440 470 440 450 440 440 430 430 440 450 440 450 6.1 6.1 Crack 10 100 0.3 0.5 Crack 10 100 0.6 0.8 L L L M L L 100 F N Y Y 20/11/2019Depletion pits across pile underwater.Beams (2) @0.3-0.6.

Part 2 23B-X 23B 23 B X 30/10/19 GH AG 0.3 2.8 D 510 530 0.30 430 450 2.3 460 460 2.9 480 530 440 480 450 460 430 430 420 430 430 450 6.2 6.2 L L L L L L 100 F N Y Y 20/11/2019 Pipe rack beams @1.75.

Part 2 23B-Y 23B 23 B Y 30/10/19 GH AG 0.3 2.8 D 470 480 0.30 400 440 2.3 420 430 2.9 440 480 430 480 400 420 400 410 370 400 350 390 6.2 6.2 L M L L L L 100 F N Y Y 20/11/2019 Moderate Marine Borer activity @MW.Large number of small holes in timber across pileunderwater. Pipe rack beams @1.75.

Part 2 23B-Z 23B 23 B Z 30/10/19 GH JC 0.3 2.8 D 460 510 0.30 430 440 2.3 2.9 480 520 440 460 430 460 420 420 400 410 410 420 430 460 6.4 6.4 Hollow 120 80 6.2 6.4 L M M L L L 100 FAIL N Y Y 20/11/2019Dredging will be required to splice this pile.Encasement unlikely to be suitable.

Large hollow at seabed.Multiple small holes in timber across entire pile.

Part 2 24B-X 24B 24 B X 30/10/19 GH AG 0.5 2.6 D 500 540 0.3 440 460 2.3 460 480 2.9 500 500 460 500 440 450 430 440 400 430 400 410 400 410 6.1 6.1 L M M L L L 100 F N Y Y 20/11/2019Multiple shallow small holes in timber across entire pile.Depletion pits across pile underwater.Timber Pipe Tray @1.7.

Part 2 25B-Y 25B 25 B Y 30/10/19 GH AG 0.3 2.8 D 460 550 0.30 430 520 2.3 460 500 2.9 450 540 480 520 420 420 390 410 370 380 360 380 370 410 6.4 6.4 L L L L L M 100 F N Y Y 20/11/2019 Beams (2) @1.5-1.7.

Part 2 26B-AB 26B 26 B AB 29/10/19 GH BM 0.4 2.7 D 530 540 0.30 460 460 2.3 460 480 2.9 530 530 460 500 430 460 410 430 400 410 390 390 410 410 410 410 7.0 7.0 L L L L L M 100 F N Y Y 20/11/2019 Depletion pits across pile underwater.

Part 2 26B-AC2 26B 26 B AC2 29/10/19 GH BM 0.4 2.7 D 470 480 1.40 440 460 2.3 410 430 2.9 460 470 400 430 370 410 350 390 350 380 350 350 340 350 7.2 7.4 L L M M M M 100 F N Y Y 20/11/2019 Moderate borer at seabedLarge number of small holes in timber across entire pile.Beam @1.3-1.4.

Part 2 26B-U 26B 26 B U 29/10/19 GH BM 0.4 2.7 D 430 540 0.30 470 510 2.3 500 510 2.9 530 580 470 510 470 500 440 460 430 450 460 480 460 480 6.0 6.0 M H L L L M 100 P N Y Y 20/11/2019Depletion pits across pile underwater.Beams (2) @0.7-1.0.Beam @2.5-2.8.

Part 2 26B-V 26B 26 B V 29/10/19 GH BM 0.4 2.7 D 510 540 0.30 500 510 2.3 500 500 2.9 530 570 540 550 450 470 450 470 430 440 430 440 430 440 6.1 6.1 L M L L L L 100 F N Y Y 20/11/2019 Beams (2) @0.3-0.6.

Part 2 28B-AA 28B 28 B AA 29/10/19 GH AS 0.4 2.7 D 500 500 0.30 430 460 2.3 460 470 2.9 490 510 470 490 470 490 460 460 450 460 430 450 450 470 6.7 6.7 Split 25 Top 1.8 L H L L L L L 100 P N Y Y Y 20/11/2019 Heavy borer Bolt @0.5.

Part 2 28B-AF 28B 28 B AF 8/11/19 GH AS 1.3 1.8 D 550 560 0.40 530 540 2.3 510 520 2.9 550 550 540 550 510 520 480 490 470 470 450 460 450 450 440 450 430 440 440 440 9.3 9.7 Rot 280 0.4 2 Split 20 200 0.4 2.1 Crack 10 200 0.4 2.1 Nil L L L L L 100 P N Y Y 20/11/2019Recommend to dig out rot at top of pile andencase from near soffit down 3m. Multiple small holes in timber across pile underwater.

Part 2 28B-V 28B 28 B V 29/10/19 GH BM 0.4 2.7 D 540 600 0.30 560 560 2.3 530 540 2.9 600 600 560 560 520 530 480 500 460 480 510 510 5.9 5.9 Split 20 0.3 2.3 Split 20 0.3 2.3 L H L L L L 100 F N Y Y Y 20/11/2019 Moderate to heavy borer. Beams @0.3.

Part 2 28B-W 28B 28 B W 29/10/19 GH BM 0.4 2.7 D 600 600 0.30 500 530 2.3 500 520 2.9 580 580 530 560 500 500 470 470 440 450 440 440 440 440 6.0 6.0 Crack 20 0.3 2.3 Crack 20 0.3 2.3 Nil L L L L M 100 F N Y Y 20/11/2019 Multiple small holes in timber across entire pile.

Part 2 28B-Y 28B 28 B Y 29/10/19 GH AS 0.4 2.6 D 580 600 0.3 470 490 2.3 450 470 2.9 550 550 530 540 450 460 440 480 410 420 410 400 400 410 6.2 6.2 Split 40 top 2.6Metal

Obstruction 3.6 4.5Embedded

Metal 40 40 3.2 SBEmbedded

Metal 5.3 5.8 L L L L L M 100 F N Y Y 20/11/2019

Depletion pits present across entire pile.Timber Pile Rack @1.2.Bolt @2.6.Metal obstructions - two pieces of metal secured by [email protected] through pile

Part 2 30B-AA 30B 30 B AA 29/10/19 GH AS 0.9 2.2 D 530 600 0.30 480 500 2.3 450 470 2.9 540 560 470 530 450 470 440 450 420 430 420 430 400 430 6.8 6.8 Split 20 0.3 1.2 L L L L L M 100 F N Y Y 20/11/2019

Part 2 30B-W 30B 30 B W 29/10/19 GH AS 0.9 2.2 D 570 580 0.30 510 530 2.3 470 490 2.9 540 570 560 560 490 500 470 500 470 470 500 500 500 500 6.0 6.0 L M L L L L 100 F N Y Y 20/11/2019 Multiple small holes in timber across entire pile.

Part 2 30B-Z 30B 30 B Z 29/10/19 GH AS 0.9 2.2 D 550 570 0.30 500 540 2.3 490 510 2.9 530 570 540 570 490 510 470 480 450 470 430 460 440 450 6.5 6.5 Crack 2 60 0.3 0.8 L L L L L L 100 F N Y Y 20/11/2019

Part 1 32B-Z 32B 32 B Z 28/10/19 GH BM 0.6 2.5 D 600 600 0.30 530 540 2.3 500 540 2.9 590 600 570 580 530 540 510 530 490 500 470 490 450 460 6.5 6.5 L L L L L M 100 F N Y Y 20/11/2019

Part 1 33B-AA 33B 33 B AA 28/10/19 GH JC 0.5 2.6 D 610 650 0.30 530 540 2.3 430 450 2.9 550 650 550 560 500 530 480 530 450 530 480 530 440 480 6.8 6.8 Crack 30 100 0.3 1.0 Split M M L M L M 100 P N Y Y Y 20/11/2019 Fair to poor pile.Depletion pits across entire pile.Multiple small holes in timber.

Part 1 33B-AB 33B 33 B AB 28/10/19 GH JC 0.5 2.6 D 570 570 0.3 480 520 2.3 480 500 2.9 560 560 530 560 470 510 460 500 440 470 440 460 420 450 410 450 7.1 7.1 L M L L L M 100 F N Y Y 20/11/2019

Part 1 33B-AC1 33B 33 B AC1 28/10/19 GH JC 0.5 2.6 D 560 600 1.2 550 550 2.3 550 600 2.9 560 580 540 540 530 540 510 530 500 520 510 530 480 490 7.3 7.3 Crack 5 80 1.2 1.6 Cavity 50 100 5.7 5.8 L M L L L L 100 P N Y Y 20/11/2019Localised cavity showing signs of advanceddeterioration. Fair to Poor condition.

Depletion pits across entire pile.Multiple small holes in timber.

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

HWto

LW

LWto

Mid

Mid

toSe

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HWto

LW

Max

Dept

h(m

m)

Type

Max

wid

th(m

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Max

Dept

h(m

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Tape

Dist

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from

Soffi

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Tape

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Tape

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from

Soffi

t(m

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Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

Type

11m fromSoffit

12m fromSoffit


seabed level)

MinimumDiameter

Mid

toSe

abed


Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit

4m fromSoffit

Data

Chec

ked?

Data

Appr

oved

?

Batc

hDa

te

Revi

ewCo

mm

ents Comments

Marine BorersNil / L / M / H / Severe


/ Severe

Thick

ness

ofM

arin

eGr

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(mm

)

Gene

ralC

ondi

tion

Good

(G)/

Fair

(F)/

Poor

(P)/

Faile

d(F

AIL)

Repa

irsPr

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t?(Y

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Revi

ewCo

nditi

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LWto

Mid

9m fromSoffit

10m fromSoffit

PDS

Pile

Plan

Shee

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Pile

ID(A

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Gene

rate

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Bent

Bent IDBreakdown

Row

(lett

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(whe

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Surv

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Supe

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Dive

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Tide

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Deck

soffi

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Sea-

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l(m

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TPI

LEDe

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L-A

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5m fromSoffit

6m fromSoffit

7m fromSoffit


High Water(RL+0.8m)


Top Bottom


Bent

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No.1

No.2

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No.1

No.2

Tape

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No.1

No.2

Tape

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No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

No.1

No.2

MIN

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Type

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Tape

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h(m

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Type

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Max

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h(m

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Tape

Dist

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from

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t(m

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Soffi

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Type

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Max

Dept

h(m

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Type

Max

wid

th(m

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Max

Dept

h(m

m)

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

ance

from

Soffi

t(m

)

Type

11m fromSoffit

12m fromSoffit


seabed level)

MinimumDiameter

Mid

toSe

abed


Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit

4m fromSoffit

Data

Chec

ked?

Data

Appr

oved

?

Batc

hDa

te

Revi

ewCo

mm

ents Comments



/ Severe

Thick

ness

ofM

arin

eGr

owth

(mm

)

Gene

ralC

ondi

tion

Good

(G)/

Fair

(F)/

Poor

(P)/

Faile

d(F

AIL)

Repa

irsPr

esen

t?(Y

/N)

Revi

ewCo

nditi

on?

LWto

Mid

9m fromSoffit

10m fromSoffit

PDS

Pile

Plan

Shee

tNum

ber

Pile

ID(A

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Gene

rate

d)

Bent

Bent IDBreakdown

Row

(lett

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(whe

reap

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ble)

Surv

eyDa

te


Supe

rviso

r

Dive

r

VTS

Tide

RL(m

CD)

Dist

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from

Deck

soffi

tto

Sea-

leve

l(m

)-A

TPI

LEDe

ckso

ffitR

L-A

TPI

LE

5m fromSoffit

6m fromSoffit

7m fromSoffit


High Water(RL+0.8m)

Part 1 33B-AD 33B 33 B AD 11/11/19 GH AS 1.3 1.8 D 540 580 0.3 510 520 2.3 510 510 2.9 560 530 460 510 510 510 470 470 430 450 430 430 420 430 400 420 7.7 7.8 Multiple Splits 20 0.3 2.0 Split 20 0.3 2.3 L M L L L M 100 F N Y Y 20/11/2019 Multiple small holes in timber across pile underwater.

Part 1 33B-AE 33B 33 B AE 11/11/19 GH AS 1.3 1.8 D 580 600 0.3 520 530 2.3 500 500 2.9 550 530 530 500 500 480 500 460 490 480 490 460 470 440 450 420 440 8.4 8.7 Crack 10 120 0.8 1.0 Crack 5 0.3 1 L L L L L M 100 F N Y Y 20/11/2019Massive girth 0.5-1.1Cables (2) @ 0.6 & 0.8

Part 1 33B-AG1 33B 33 B AG1 12/11/19 GH AS 1.4 1.7 D 440 490 0.50 460 470 2.3 460 480 2.1 440 450 440 450 460 480 420 430 390 420 390 400 370 390 360 390 360 370 360 370 9.8 10.2 L L L L M L 100 F N Y Y 20/11/2019Bolt @ 0.8Whaler beam remains @ 2.1

Part 1 33B-U 33B 33 B U 28/10/19 GH JC 0.5 2.6 D 540 550 0.30 480 510 2.3 480 480 2.9 520 560 500 530 480 530 450 530 510 530 440 490 5.8 5.8 Crack L L L L M L 100 F N Y Y 20/11/2019

Diagonal timber beams @0.6.Cables @0.5.Timber beam @2.5 - 2.8 (rotting away).Pipe @2.0.

Part 1 33B-X 33B 33 B X 28/10/19 GH JC 0.5 2.6 D 610 630 0.3 540 550 2.3 480 530 2.9 590 590 560 560 530 560 510 540 510 530 500 530 500 500 6.2 6.2 Crack 10 150 0.3 0.7 M M L M L L 100 F N Y Y Y 20/11/2019

Depletion pits across entire pile.Multiple small holes in timber.Timber Beams @1.1.Bolt @2.0.

Part 1 33B-Y 33B 33 B Y 28/10/19 GH JC 0.5 2.6 D 580 590 0.30 500 510 2.3 480 480 2.9 560 560 550 560 430 480 440 480 440 450 410 430 420 430 6.3 6.3 Crack 10 200 0.3 0.7 L L L L L M 100 F N Y Y 20/11/2019Depletion pits across pile underwater.Timber Beams @1.1.

Part 1 33B-Z 33B 33 B Z 28/10/19 GH JC 0.5 2.6 D 590 590 0.30 480 540 2.3 400 510 2.9 580 580 580 580 510 530 490 510 470 480 450 480 460 470 6.4 6.4 L M M M L L 100 F N Y Y Y 20/11/2019

Part 1 34B-AB 34B 34 B AB 28/10/19 GH JC 0.4 2.7 D 590 620 0.30 500 530 2.3 470 530 2.9 540 590 550 570 500 530 490 580 470 500 450 500 440 480 460 480 7.1 7.1 L L L L L M 100 F N Y Y 20/11/2019Multiple small holes in timber across entire pile.Timber Beams (2) @1.4.

Part 1 35B-U 35B 35 B U 28/10/19 GH DG 0.7 2.1 D 560 560 0.30 450 500 2.0 450 450 2.6 510 510 450 500 430 450 430 430 410 430 400 430 5.9 5.9 L L L L L M 100 F N Y Y 20/11/2019Tie Beams 600 from sofit to 900 from sofit, runs 35U - 35 T1Beam @ 2.4-2.8 running to T2

Part 1 35B-Z 35B 35 B Z 28/10/19 GH DG 0.7 2.1 D 640 650 0.30 600 620 2.0 550 560 2.6 620 630 600 620 540 580 450 530 450 500 440 480 450 500 6.6 6.7 L L Nil L L L 100 F N Y Y 20/11/2019Multiple shallow small holes in timber across pileunderwater.

Part 1 36B-X 36B 36 B X 25/10/19 GH SM 0.9 2.2 D 610 610 0.30 580 590 2.3 430 500 2.9 590 610 590 600 480 520 490 500 460 480 440 500 440 500 6.3 6.3 L L L L L M 100 F N Y Y 20/11/2019Pile Rack @ 1.1Bolt @ 1.8

Part 1 36B-Z 36B 36 B Z 25/10/19 GH SM 0.9 2.2 D 600 600 0.30 570 590 2.3 480 490 2.9 600 570 570 590 460 490 440 460 420 460 410 440 410 450 6.6 6.6 Split 20 0.3 1.1 L L L L L M 100 F N Y Y 20/11/2019

Part 1 37B-U 37B 37 B U 25/10/19 GH SM 0.5 2.3 D 530 570 0.3 490 530 2.0 420 490 2.6 520 540 490 530 410 470 400 440 420 420 390 400 390 400 6.0 6.0 L L L L M M 100 F N Y Y 20/11/2019

Multiple small holes in timber across pile underwater.Bracing @0.6-0.9 Running V-U-T2. Pipes on BracingA/C lines @ 0.4Beam 2.4-2.7m West to 'T2'

Part 1 38B-AA 38B 38 B AA 25/10/19 GH SM 0.4 2.4 D 550 600 0.30 530 540 2.0 470 510 2.6 530 550 530 540 460 490 420 460 410 420 410 420 420 420 6.9 6.9 Split 15 420 0.3 1.2 Crack / Split 10 300 0.3 2 Split 5 300 0.3 1.4 L M L L L M 100 F N Y Y Y 20/11/2019 Light to moderate borer Multiple small holes in timber across pile underwater.

Part 1 38B-AC2 38B 38 B AC2 25/10/19 GH SM 0.4 2.4 D 530 550 1.20 560 580 2.0 540 540 2.6 540 580 530 540 500 530 480 500 490 490 460 490 460 470 7.4 7.5 Split 20 dia 1.2 1.8 L M L L L L 100 F N Y Y 20/11/2019Bolt @ 1.7m. Depletion pitting over pileMultiple small holes in timber across pile underwater.

Part 1 38B-AD 38B 38 B AD 12/11/19 GH AS 1.3 1.8 D 580 610 0.30 550 570 2.3 530 540 2.9 550 600 530 550 530 540 520 530 510 500 480 510 480 490 480 500 7.8 8.0 Split 25 0.3 1.8 Crack 5 150 0.3 2 Knot 110 60 4.5 4.7 Cavity 60 110 4.5 4.7 L L L L L L 100 F N Y Y 20/11/2019 Cavity at knot hole.

Part 1 38B-V 38B 38 B V 25/10/19 GH BM 0.2 2.4 D 470 580 0.30 520 520 2.0 470 480 2.6 480 530 520 520 500 440 390 490 390 470 370 400 370 400 6.1 6.1 L L L L L M 100 F N Y Y 20/11/2019 Bracing 0.3-0.6 V-U-T2

Part 1 38B-W 38B 38 B W 25/10/19 GH BM 0.4 2.4 D 580 580 0.30 530 530 2.0 490 500 2.6 580 600 530 530 470 470 450 460 440 460 470 480 470 480 6.2 6.2 Crack 10 200 0.3 2.0 Crack 7 300 0.7 0.9 Cavity 150 200 5.7 6.1 L L L L L M 100 P N Y Y 20/11/2019Dredging will be required to encase thecavity near seabed.

Multiple small holes in timber underwater.Pipe @1.0.

Part 1 39B-U 39B 39 B U 25/10/19 GH BM 0.3 2.5 D 570 580 0.30 510 530 2.0 470 480 2.6 530 550 530 510 470 480 430 460 420 430 390 420 390 420 6.0 6.0 L L L L L M 100 F N Y Y 20/11/2019

Bolt x 300LTie Beam Top 600 soffit x 300L (900 Soffit) Runs 39V-39U-39T1 Piles running E/WMezzanine Floor

Part 1 39B-W 39B 39 B W 25/10/19 GH BM 0.3 2.5 D 550 580 0.30 530 550 2.0 480 530 2.6 530 570 530 550 450 480 440 470 440 450 410 450 430 430 6.2 6.2 L L L L L M 100 F N Y Y 20/11/2019Bolt @2.6Mezzanine floor, Pipe Work, AC Lines

Part 1 39B-Z 39B 39 B Z 25/10/19 GH BM 0.3 2.5 D 550 600 0.30 560 570 2.0 520 530 2.6 570 580 560 570 480 510 490 500 490 490 470 500 470 530 6.6 6.6 Split 20 0.3 1.2 L M M L L L 100 F N Y Y 20/11/2019

Part 1 42B-W 42B 42 B W 23.10.19 GH DG 0.7 2.1 D 600 600 0.50 530 560 2.0 520 560 2.6 600 620 530 560 470 540 460 530 460 490 470 480 470 490 6.3 6.3 M L L L L L 100 F N Y Y 20/11/2019 Bolt @0.9.

Part 1 42B-X 42B 42 B X 23.10.19 GH DG 0.7 2.1 D 540 700 0.50 560 610 2.0 510 580 2.6 560 650 560 610 500 540 470 540 460 520 480 510 480 510 6.4 6.4 L M M L L L 100 F N Y Y 20/11/2019Depletion pits across entire pile.Multiple small holes in timber underwater.Bolts @0.9 and 1.0.

Part 1 42B-Y 42B 42 B Y 23.10.19 GH DG 0.7 2.1 D 560 600 0.50 580 600 2.0 540 540 2.6 560 580 580 600 500 530 480 490 460 470 450 460 440 450 6.5 6.6 L L L L L L 100 F N Y Y 20/11/2019

Part 1 43B-AA 43B 43 B AA 25/10/19 GH BM 0.7 2.1 D 580 580 0.50 530 560 2.0 480 490 2.6 560 580 530 560 480 480 470 480 440 440 430 440 430 450 430 450 7.0 7.0 L M L L L L M 100 F N Y Y 20/11/2019Beam @ 0.8 / 300mmMultiple small holes in timber across pile underwater.Bolts @ 0.8 and 1.8m

Part 1 43B-U 43B 43 B U 23.10.19 GH DG 0.7 2.1 D 580 580 0.50 530 540 2.0 460 470 2.6 560 580 530 540 470 470 430 440 420 440 440 440 6.0 6.0 L L L L L L 100 F N Y Y 20/11/2019

Depletion pits on pile underwater.Beams @0.5-0.9 and @2.4.Pipes @1.2.Bolts @1.0.

Part 1 44B-AA 44B 44 B AA 24.10.19 GH DG 0.7 2.4 D 520 560 0.50 470 500 2.0 480 490 2.6 460 460 470 500 470 480 420 430 420 420 410 420 400 410 6.9 7.1 Crack 20 100 0.5 1.4 Nil L L L L L 100 F N Y Y 20/11/2019Depletion pits across entire pile.Bolts @0.6, 1.8 and 2.2.

Part 1 44B-AB 44B 44 B AB 25/10/19 GH BM 0.7 2.1 D 560 600 0.50 500 530 2.0 480 520 2.6 560 600 500 530 530 530 450 500 440 440 410 440 430 450 430 450 7.0 7.2 Crack 20 200 Sofit 2.4 L M L L L M 100 F N Y Y 20/11/2019 2 X Large Nails @2.0m

Part 1 44B-AC2 44B 44 B AC2 25/10/19 GH BM 0.7 2.1 D 580 600 1.2 600 600 2.0 570 580 2.6 580 600 600 600 550 560 530 540 540 550 520 540 490 510 470 490 7.5 7.8 Cavity 100 120 3.7 4.0 Hollow 100 300 4 4.5 L M L L L L 100 FAIL N Y Y 20/11/2019Bolts @ 1.5 and 2.1.Hollow opens up on inside

Part 1 44B-AD 44B 44 B AD 12/11/19 MF GH 0.7 2.4 D 590 600 0.30 510 520 2.3 530 550 2.9 580 590 540 540 530 550 490 490 480 480 440 470 440 560 440 560 7.9 8.0 Crack 10 150 top 2 L M L L L L 100 F N Y Y 20/11/2019 Multiple small holes in timber across pile underwater.

Part 1 44B-AG1 44B 44 B AG1 12/11/19 MF GH 0.7 2.4 D 520 600 0.50 490 510 2.3 500 500 2.9 500 540 500 540 500 500 470 500 450 470 430 470 420 440 420 440 410 420 400 420 10.0 10.4 Crack 20 150 top 2 L L L L L M 100 F N Y Y 20/11/2019Multiple small holes in timber across pile underwater.Rotting at top of pile.

Part 1 44B-Y 44B 44 B Y 24.10.19 GH DG 0.7 2.1 D 500 580 0.50 500 550 2.0 450 510 2.6 520 560 500 550 470 490 460 470 470 510 420 430 420 430 6.4 6.5 Cavity / Knot 70 50 5.0 5.1 L M L L L M 100 F N Y Y 20/11/2019Depletion pits across pile underwater.Multiple small holes in timber underwater.Bolt @0.8.

Part 1 45B-AC2 45B 45 B AC2 24.10.19 GH CH 0.3 2.5 D 470 510 1.00 470 510 2.0 430 440 2.6 470 510 470 510 430 430 410 410 430 440 390 410 380 390 380 400 7.5 7.6 L L L M L L 100 F N Y Y 20/11/2019Heavy depletion pits across entire pile.Bolt @1.5.

Part 1 45B-W 45B 45 B W 24.10.19 GH CH 0.3 2.5 D 540 610 0.30 450 550 2.0 410 480 2.6 450 580 450 550 410 450 400 410 400 420 420 420 470 480 6.3 6.3 Crack L M L L L M 100 F N Y Y 20/11/2019

Part 1 45B-Z 45B 45 B Z 24.10.19 GH CH 0.3 2.5 D 620 630 0.30 540 550 2.0 510 520 2.6 600 610 540 550 490 490 460 460 430 450 430 450 470 480 6.7 6.7 L L L L M L 100 F N Y Y 20/11/2019 Depletion pits across entire pile.

Part 1 46B-W 46B 46 B W 24.10.19 GH CH 0.4 2.4 D 610 670 0.30 550 610 2.0 500 550 2.6 600 620 550 610 520 530 490 500 460 460 460 470 450 460 6.3 6.3 M L L L L L 100 F N Y Y 20/11/2019Multiple small holes in timber underwater.Bolts @0.45.

Part 1 46B-Z 46B 46 B Z 24.10.19 GH CH 0.4 2.4 D 540 600 0.3 530 540 2.0 480 510 2.6 540 600 530 540 450 490 450 480 420 470 430 450 430 460 6.8 6.8 L L L L L M 100 F N Y Y 20/11/2019Depletion pits across pile underwater.Multiple small holes in timber.Bolts @0.6.

Part 1 47B-AA 47B 47 B AA 24.10.19 GH CH 0.7 2.1 D 600 610 0.30 530 560 2.0 490 520 2.6 540 560 530 560 440 470 430 460 420 440 400 430 400 420 6.8 6.8 L L L L L M 100 F N Y Y Y 20/11/2019Depletion pits across pile underwater.Multiple small holes in timber underwater.

Part 1 47B-AB 47B 47 B AB 24.10.19 GH CH 0.6 2.2 D 570 590 0.30 540 550 2.0 510 520 2.6 550 560 540 550 490 510 470 470 460 460 460 460 430 450 430 450 7.2 7.3 Split 40 0.3 2.6 L M L L L L 100 F N Y Y 20/11/2019Depletion pits across pile underwater.Multiple small holes in timber underwater.Nails @1.8.

Part 1 47B-U 47B 47 B U 24.10.19 GH CH 0.7 2.1 D 600 610 0.3 580 590 2.0 510 540 2.6 600 610 580 590 510 530 470 490 450 470 440 460 420 440 6.2 6.2 Nil L L M L M 100 F N Y Y 20/11/2019

Depletion pits across pile underwater.Multiple small holes in timber underwater.2x Beams @0.3Bolts @1.3 and 1.8.

Part 1 47B-Y 47B 47 B Y 24.10.19 GH CH 0.7 2.1 D 570 600 0.30 540 560 2.0 490 540 2.6 540 570 540 560 510 520 480 490 450 450 420 430 430 430 6.5 6.5 Split 10 Crack 20 40 2.7 3.0 Crack 30 50 1.0 3.0 Split L L M M L M 100 F N Y Y Y 20/11/2019 Fair to poor pile.Underwater split.Multiple small holes in timber underwater.


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Part 1 47B-Z 47B 47 B Z 24.10.19 GH CH 0.7 2.1 D 500 560 0.30 500 550 2.0 430 500 2.6 490 550 500 550 420 480 400 420 390 460 380 430 370 380 6.7 6.7 L L L L L M 100 F N Y 20/11/2019 Multiple small holes in timber underwater.

Part 1 48B-V 48B 48 B V 23.10.19 GH JC 0.6 2.2 D 540 560 0.30 490 520 2.0 430 460 2.6 490 520 490 520 450 470 430 430 400 420 380 420 410 450 6.2 6.2 L L L L L L 100 F N Y Y 20/11/2019Isolated moderate marine borer activity underwater.2x Beams @0.3.

Part 1 48B-W 48B 48 B W 23.10.19 GH JC 0.6 2.2 D 540 650 0.30 520 520 2.0 480 490 2.6 540 600 520 520 500 520 480 480 470 470 460 480 480 480 6.3 6.3 L L L L L L 100 F N Y Y 20/11/2019 Depletion pits on pile underwater.

Part 1 49B-AB 49B 49 B AB 23.10.19 GH JC 0.6 2.2 D 590 640 0.30 610 640 2.0 610 520 2.6 610 620 610 640 510 520 510 510 480 490 470 490 460 470 460 460 7.4 7.4 M L L L L L 100 F N Y Y 20/11/2019 Multiple shallow small holes in timber underwater.


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Part 2 10B-AD 10B 10 B AD 11/11/19 GH AS 0.5 2.6 3.1 420 500 0.3 390 410 2.3 400 420 2.9 420 450 400 420 400 420 390 410 400 410 400 420 5.6 5.8 Crack 10 300 0.3 2.0 Crack 15 200 0.3 2 L L L L L L 100 F N Y Y 22/11/2019

Tie Beams @ 0.45Timber Block @ 1.3Bolts (2) @ 0.9 & 1.1Multiple small holes in timber across pile underwater.

Part 2 11B-AE 11B 11 B AE 6/11/19 GH AS 1.0 2.1 3.1 530 540 0.30 470 470 2.3 470 470 2.9 510 530 480 510 470 470 470 470 420 420 410 420 400 410 400 410 7.0 7.4 Crack 20 100 0.3 2.0 Split 20 0.3 2 Knot 100 30 4.2 4.3 L L L M L L 100 F N Y Y 22/11/2019Beam @0.4.Bolt @0.5.Multiple small holes in timber across pile underwater.

Part 2 12B-AD 12B 12 B AD 6/11/19 GH AS 1.0 2.1 3.1 410 540 0.30 400 400 2.3 390 390 2.9 430 500 440 490 390 390 370 390 370 390 380 390 340 350 6.5 6.6 Crack 30 350 0.3 2.0 Knot 70 50 2.2 2.35 Cavity 20 80 3.35 3.37 Cavity /Knot

50 40 5.4 5.6 Cavity 50 40 6.4 6.6 Knot 10 50 6.4 6.6 Nil L L L M M 100 F N Y Y Y 22/11/2019 Beam @1.5.Seabed scourde out 150mm

Part 2 12B-AF 12B 12 B AF 6/11/19 GH AS 1.0 2.1 3.1 520 540 0.45 470 480 2.3 450 470 2.9 510 520 490 520 460 470 420 440 410 420 400 400 370 390 370 390 370 380 8.7 8.9 Crack 15 300 0.5 2.0 Knot 100 10 7.3 7.5 Cavity 30 100 7.4 7.5 L L L L M M 100 F N Y Y 22/11/2019 Fair to poor pile.Bolt @0.4.Multiple small holes in timber across pile underwater.

Part 2 13B-AC2 13B 13 B AC2 31/10/19 GH AS 0.9 2.2 3.1 490 530 1.20 440 470 2.3 480 490 2.9 500 540 480 490 430 440 420 430 400 430 400 420 6.3 6.4 Crack 30 200 1.2 2.2 Crack 10 100 1.2 1.9 L L L L L L 100 F N Y Y 22/11/2019Tie Beams / Brace 100L @ 1.4-1.5Tie Beam 100L @ 1.2-1.3Bolt @ 0.2

Part 2 15B-AB 15B 15 B AB 31/10/19 GH AS 0.6 2.5 3.1 500 540 0.30 480 480 2.3 490 520 2.9 550 560 530 530 490 520 460 520 500 510 540 550 500 540 6.4 6.5 Split 50 Top 2.0 Hollow 500 500 3.9 4.3 Cavity Cavity Nil Nil L L L L 100 FAIL N Y Y 22/11/2019 Hollowing. No distinct necking.Multiple other openings up to 10Pile is just a shell

Part 2 15B-AC1 15B 15 B AC1 31/10/19 GH AS 0.6 2.5 3.1 500 620 1.30 540 600 2.3 460 570 2.9 620 640 460 560 530 550 500 530 520 530 540 560 6.6 6.6 Split 10 Knot 150 50 4.9 5Cavity (in

knot) 50 120 4.9 4.95 Knot 150 40 6 6.1Cavity

(in knot) 60 120 6.05 6.1 Knot 120 60 3.8 3.9 L L L M L L 100 P N Y Y 22/11/2019 Fair to poor.Multiple small holes in timber across pile underwater.Hole in Knot @3.8-3.9

Part 2 15B-AD 15B 15 B AD 7/11/19 GH SM 1.0 2.1 3.1 460 470 0.30 380 410 2.3 390 410 2.9 420 440 410 430 390 410 370 380 370 420 350 380 340 380 480 340 380 7.0 7.1 Crack 13 150 0.3 1.5 Split 40 0.3 2.0 Split 40 0.3 2.0 Knot Nil L L L L L L 100 P N Y Y 22/11/2019 Fair to poor pile. Large splitElectrical sheaves with nails @ 0.4 - 0.62 Nails @ 1.5Multiple small holes in timber across pile underwater.

Part 2 15B-AF 15B 15 B AF 7/11/19 GH SM 1.0 2.1 3.1 570 600 0.47 470 480 2.3 440 440 2.9 550 550 520 520 440 440 420 440 440 450 390 400 360 430 350 360 380 400 8.9 9.2 Knot 50 50 8.05 8.15 Knot 150 100 6.9 7.2 L L L L M M 100 F N Y Y 22/11/2019 Fair to poor pile.Electrical sheaves with nails @ 0.1 and 0.35Multiple small holes in timber across pile underwater.

Part 2 15B-V 15B 15 B V 31/10/19 GH AS 0.6 2.5 3.1 430 480 0.30 410 440 2.3 440 450 2.9 460 470 460 490 440 450 430 450 430 430 430 430 5.8 5.8 Split 10 0.3 0.5 Cavity / Knot 100 100 3.1 3.2 Cavity / Knot 150 60 3.4 3.6 Hollow 150 200 5.3 5.8 Cavity 80 160 4.7 5.1 Cavity 120 250 4.3 4.5 L L L L L L 100 FAIL N Y Y 22/11/2019 Hollowing. No distinct necking.Several cavities underwater.Bolts @0.45 & 0.6.

Part 2 15B-X 15B 15 B X 31/10/19 GH AS 0.6 2.5 3.1 450 540 0.3 420 440 2.3 440 460 2.9 490 530 450 470 440 460 440 470 390 400 390 400 5.7 5.7 Crack Nil L L L L M 100 F N Y Y 22/11/2019Pipe Rack @ 1.8Cable @ 0.5

Part 2 16B-AC1 16B 16 B AC1 31/10/19 GH AS 0.6 2.5 3.1 450 470 1.30 400 430 2.3 390 440 2.9 440 470 390 440 400 430 380 400 370 390 390 400 6.7 6.8 Crack 5 50 top 2.3 L L L L L L 100 F N Y Y 22/11/2019 Multiple small holes in timber across pile underwater.

Part 2 17B-Y 17B 17 B Y 31/10/19 GH AG 0.9 2.2 3.1 450 500 0.30 420 460 2.3 440 450 2.9 490 520 460 500 440 450 430 440 400 410 420 420 420 420 6.1 6.1 Split 20 0.3 2.1 Crack 15 100 0.3 1.2 L M L L L L 100 F N Y Y 22/11/2019 Tie beams (2) 150L @ 1.8 - 1.95 (Holds Pipe)

Part 2 18B-AC2 18B 18 B AC2 31/10/19 GH AG 0.9 2.2 3.1 480 510 1.20 450 470 2.3 450 460 2.9 480 520 450 460 410 420 410 410 400 410 400 420 400 420 7.0 7.2 Split 20 10 1.2 2.1 L L L L L L 100 F N Y Y 22/11/2019Tie Beam 150LBolt (4) @ 70mm

Part 2 18B-AE 18B 18 B AE 7/11/19 GH AS 1.1 2.0 3.1 430 520 0.30 380 400 2.3 380 390 2.9 430 510 450 470 380 390 360 370 360 360 370 410 350 380 330 380 350 350 7.9 8.2 Split 30 0.3 2.0 split (rotten) 80 0.3 2.5 Crack 20 100 0.3 2Metal

bolted topile

40 4.6 5.45 knot 250 90 6 6.4Cavity in

knot 200 150 6.1 6.21 Nil M L L M M 100 P N Y Y 22/11/2019

Centre feels rotten/ softMultiple small holes in timber across pile underwater.Extra Defect (7) - Knot - 100 - 40 - 7.0 - 7.25Extra Defect (8) - Cavity - 60 - 80 - 7.1 - 7.16

Part 2 18B-U 18B 18 B U 31/10/19 GH AG 0.6 2.5 3.1 490 500 0.30 370 410 2.3 380 390 2.9 400 470 430 470 380 390 370 390 350 380 360 380 5.8 5.8 Crack 15 150 0.3 2.3 Hollow 200 200 4 5.8 Cavity 200 150 4.8 5.2 Bolt hole 50 200 2.8 2.85 Nil L L M L H 100 FAIL N Y Y 22/11/2019 Holllowing at SBBeams (2) @ 0.7 - 1.0Beam @ 2.4-2.7

Part 2 18B-V 18B 18 B V 31/10/19 GH AG 0.6 2.5 3.1 550 560 0.3 450 500 2.3 480 510 2.9 550 550 520 560 480 510 470 470 430 460 460 470 460 470 6.0 6.0 Split 20 0.3 2.4 Cavity 80 100 1.7 2.1 Split 10 1.3 2 L L L L L L 100 P N Y Y Y 22/11/2019 Cavity formation near HW Beams (2) @ 0.3 - 0.7

Part 2 18B-W 18B 18 B W 31/10/19 GH AG 0.6 2.5 3.1 480 520 0.3 400 430 2.3 400 450 2.9 530 550 490 490 400 450 380 380 370 400 400 420 400 420 6.0 6.0 Knot 150 30 5.0 5.3 Cavity in Knot 50 100 5.05 5.1 Cavity 150 150 3.9 4.9 Cavity Nil L L L M M 100 P N Y Y Y 22/11/2019 Fair to Poor. Cavity forming at knot

Part 2 19B-AA 19B 19 B AA 31/10/19 GH AG 0.6 2.5 3.1 590 600 0.30 460 480 2.3 490 490 2.9 570 580 540 550 490 490 440 470 430 470 420 490 410 420 6.5 6.5 Crack 50 400 0.3 2.0 Knot 200 40 6 6.2 Nil M L L L M 100 F N Y Y 22/11/2019

Part 2 19B-AF 19B 19 B AF 7/11/19 GH AS 1.1 2.0 3.1 650 650 0.45 550 570 2.3 560 560 2.9 620 650 620 650 560 560 510 550 510 520 490 500 500 500 460 490 450 510 450 510 9.1 9.5 Split 30 0.5 1.9 Crack 10 100 0.45 2 Split 30 0.45 2 Nil L L L L M 100 F N Y Y 22/11/2019

Tie Beams @ 1.0 (Holding pipe)Electrical sheaves 450. Bolt @ 1.3Multiple small holes in timber across entire pile.Natural groove in pile up to 1m long and 50m deep

Part 2 19B-V 19B 19 B V 31/10/19 GH AG 0.6 2.5 3.1 600 600 0.30 500 550 2.3 520 550 2.9 580 590 520 570 520 550 500 530 480 510 480 500 480 500 6.0 6.0 Crack 10 150 0.2 1.1 Crack 15 250 0.3 1.2 Crack 15 250 0.3 1.2 Nil L L L L L 100 F N Y Y 22/11/2019Beams (2) @ 0.3 to 0.7Mulitple drill holes at 0.7

Part 2 19B-Y 19B 19 B Y 31/10/19 GH AG 0.6 2.5 3.1 490 510 0.30 400 470 2.3 420 480 2.9 480 510 470 510 420 480 430 440 410 410 390 400 390 400 6.2 6.2 Knot 100 40 5.2 5.3 Hole in Knot 50 100 5.25 5.3 Knot 150 60 5.4 5.7Hole in

Knot 100 50 5.55 5.65 L L L L L L 100 F N Y Y Y 22/11/2019 Beams (2) @ 1.7-1.85

Part 2 20B-AB 20B 20 B AB 30/10/19 GH BM 0.5 2.6 3.1 550 590 0.3 500 520 2.3 520 520 2.9 550 560 550 560 520 520 500 510 490 500 470 470 470 480 6.8 6.8 Crack 10 200 0.3 2.1 Crack 10 120 0.3 0.9 M M M L L L 100 F N Y Y 22/11/2019Depletion pits across pile underwater.Multiple small holes in timber underwater.

Part 2 20B-AC1 20B 20 B AC1 30/10/19 GH BM 0.5 2.6 3.1 550 560 1.20 500 530 2.3 470 520 2.9 540 550 470 520 490 530 450 490 430 480 440 490 7.0 7.0 Crack 15 150 1.2 2.1 Crack 20 120 1.2 1.5 Crack 15 120 1.2 1.8 L L L L L L 100 F N Y Y 22/11/2019 Bolt @1.7.

Part 2 20B-AE 20B 20 B AE 7/11/19 GH AS 1.1 2.0 3.1 550 600 0.30 520 530 2.3 510 530 2.9 550 600 550 600 510 530 470 480 450 460 420 440 410 420 400 420 400 420 8.0 8.3 Crack 5 200 0.3 2 crack 20 100 0.3 1.0 L M L L L M 100 F N Y Y 22/11/2019 Multiple small holes in timber across pile underwater.

Part 2 20B-Z 20B 20 B Z 30/10/19 GH BM 0.5 2.6 3.1 560 580 0.30 530 560 2.3 490 530 2.9 540 580 580 600 480 530 460 520 450 490 490 500 480 480 6.4 6.4 Crack 10 150 0.3 0.9 L L L L L M 100 F N Y Y 22/11/2019 Multiple small holes in timber underwater.

Part 2 21B-AA 21B 21 B AA 30/10/19 GH BM 0.6 2.5 3.1 450 580 0.30 400 500 2.3 470 2.9 470 580 470 560 460 510 460 460 410 460 410 450 400 530 6.5 6.5 Split 15 0.3 2 Knot 150 80 6.3 6.5 M M L L L M 100 F N Y Y 22/11/2019 Multiple small holes in timber underwater.

Part 2 21B-AB 21B 21 B AB 30/10/19 GH BM 0.6 2.5 3.1 510 540 0.30 440 470 2.3 450 460 2.9 500 560 500 560 460 460 420 450 410 440 400 420 400 410 6.9 6.9 Split 20 200 0.3 1.4 L L L L L M 100 F N Y Y 22/11/2019 Multiple small holes in timber underwater.

Part 2 21B-V 21B 21 B V 30/10/19 GH BM 0.6 2.5 3.1 490 580 0.30 420 500 2.3 470 470 2.9 540 580 410 510 450 460 420 490 410 520 430 440 430 440 6.0 6.0 Crack 10 150 0.3 1.0 Crack 20 250 0.3 1 M L L L L M 100 F N Y Y 22/11/2019 Beams (2) @0.6-0.6.

Part 2 21B-X 21B 21 B X 30/10/19 GH BM 0.6 2.5 3.1 460 480 0.30 390 430 2.3 400 420 2.9 450 510 450 480 400 420 380 380 360 380 380 400 410 430 6.2 6.2 M M L L L M 100 F N Y Y Y 22/11/2019 Beams (2) 1.6-1.8.

Part 2 22B-AC1 22B 22 B AC1 30/10/19 GH JC 0.3 2.8 3.1 500 580 1.20 470 520 2.3 490 510 2.9 530 560 500 510 480 490 480 480 460 470 450 480 450 480 7.0 7.0 Crack 15 200 1.2 2 Crack 10 50 1.2 2.2 Crack L M L L L L 100 F N Y Y 22/11/2019 Multiple small holes in timber across entire pile.

Part 2 22B-AE 22B 22 B AE 7/11/19 GH AS 1.1 2.0 3.1 550 620 0.3 520 540 2.3 530 540 2.9 540 550 500 520 530 540 500 520 460 480 460 480 450 460 450 450 450 450 8.1 8.4 Split 30 0.3 2.2 Split 40 0.3 2.4 Split 30 0.3 1.5 M L L M L L 100 F N Y Y 22/11/2019PVC pipe and elecrical cablesMultiple small holes in timber across pile underwater.

Part 2 22B-V 22B 22 B V 30/10/19 GH BM 0.7 2.4 3.1 500 550 0.30 450 500 2.3 460 480 2.9 510 560 510 530 460 480 460 460 440 450 440 470 440 470 6.1 6.1 Crack 10 250 0.3 1.8 L L L L L L 100 F N Y Y 22/11/2019

Depletion pits across pile underwater.Power conduit @1.0.Conduit @0.8.Beams (2) @0.3-0.6.

Part 2 22B-W 22B 22 B W 30/10/19 GH BM 0.7 2.4 3.1 540 550 0.30 460 460 2.3 450 450 2.9 520 530 480 490 450 450 430 450 410 420 430 460 430 460 6.1 6.1 Crack 20 250 0.3 1.5 L M L L L M 100 F N Y Y 22/11/2019Large number of holes in timber across entire pile.Power conduit @ 1000Conduit @ 800

Part 2 22B-X 22B 22 B X 30/10/19 GH BM 0.7 2.4 3.1 540 600 0.30 500 540 2.3 510 530 2.9 560 600 500 560 510 530 480 510 470 500 480 480 480 480 6.1 6.1 Crack 10 100 0.3 1.6 Crack 15 200 0.3 1.2 Crack 10 200 0.3 1.5 L L L L L L 100 F N Y Y 22/11/2019Multiple small holes in timber underwater.Power conduit @ 1000Beam @ 1600-1800

Part 2 23B-AB 23B 23 B AB 30/10/19 GH JC 0.3 2.8 3.1 560 600 0.30 480 490 2.3 2.9 540 560 480 520 490 520 440 570 390 450 390 430 370 410 370 410 7.0 7.0 Split 25 0.3 2.0 Cavity 60 110 4.1 4.4 Cavity 60 100 3.2 3.5 Crack L H L L L M 100 P N Y Y 22/11/2019 Hollowing. Borer also present Bolts (2) @2.0.

Part 2 23B-AC1 23B 23 B AC1 30/10/19 GH JC 0.3 2.8 3.1 490 550 1.30 440 470 2.3 2.9 440 480 530 550 440 480 410 530 450 480 410 450 410 450 7.0 7.0 Cavity 50 30 7.0 7.0 Hollow 140 100 4.4 5.2 Crack 15 200 1.3 2.3 Split L H L L L L 100 FAIL N Y Y Y 22/11/2019 Moderate to heavy borer. HollowingVery large number of small holes in timber across entirepile. Depletion pits across pile underwater.Splitting at seabed.

Part 2 23B-AC2 23B 23 B AC2 30/10/19 GH JC 0.3 2.8 3.1 470 580 1.3 550 550 2.3 550 550 2.9 560 560 540 540 510 520 480 520 490 500 480 540 460 470 7.3 7.5 Crack 30 100 1.3 1.8 Crack 20 100 1.3 1.6 Crack 10 60 1.3 1.9 Crack 15 100 1.3 2.3Cracks

(x3) 15 60 1.3 2.1 Rot 0 1 L M L L M L 100 P N Y Y Y 22/11/2019 Fair to poor pile.Wood at top of pile rotting.Multiple small holes in timber across pile underwater.

Part 2 23B-AD 23B 23 B AD 7/11/19 GH BM 1.1 2.0 3.1 430 480 0.3 370 380 2.3 380 390 2.9 440 450 380 390 380 390 350 360 340 350 340 350 330 340 330 340 7.6 7.8 Crack 5 150 0.3 2.0 Crack 5 150 0.3 2 L L L L L M 100 F N Y Y 22/11/2019

Part 2 23B-U 23B 23 B U 30/10/19 GH AG 0.5 2.3 2.8 470 470 0.30 420 430 2.3 410 400 2.9 440 480 450 470 400 400 400 400 380 390 370 380 370 380 6.0 6.0 Crack 10 100 0.3 0.9 L L L M L L 100 F N Y Y Y 22/11/2019Multiple small holes in timber across pile underwater.Depletion pits across pile underwater.Beams (2) @0.6-0.9. Beam @2.4-2.6.

Max

wid

th(m

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Max

Dept

h(m

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Type

Tape

Dist

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t(m

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Tape

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12m fromSoffit


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Max

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h(m

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Type

Max

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th(m

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Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit

4m fromSoffit

Data

Chec

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Data

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?

Batc

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mm

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Marine BorersNil / L / M / H /

Severe


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Max

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12m fromSoffit


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Mid

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Max

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Max

Dept

h(m

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Type

Max

wid

th(m

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Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit

4m fromSoffit

Data

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ked?

Data

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oved

?

Batc

hDa

te

Revi

ewCo

mm

ents Comments


Severe


/ Severe

Thick

ness

ofM

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(mm

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Gene

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tion

Good

(G)/

Fair

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Repa

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10m fromSoffit

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Plan

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Pile

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6m fromSoffit

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Part 2 23B-W 23B 23 B W 30/10/19 GH AG 0.5 2.6 3.1 430 460 0.30 380 390 2.3 360 370 2.9 430 430 380 390 360 370 340 370 340 350 370 370 370 370 6.0 6.0 L M L L H M 100 P N Y Y 22/11/2019Heavy-Moderate depletion underwater.Fair to poor.

Part 2 24B-AC2 24B 24 B AC2 30/10/19 GH JC 0.5 2.6 3.1 540 600 1.30 480 530 2.3 480 530 2.9 540 600 540 580 460 510 440 500 470 480 410 450 410 450 420 450 7.4 7.3 Split 30 top 2.3 Split 30 top 2.3 L L L M L L 100 F N Y Y 22/11/2019 Multiple small holes in timber across pile underwater.

Part 2 24B-Y 24B 24 B Y 30/10/19 GH AG 0.5 2.6 3.1 560 600 0.30 530 540 2.3 540 540 2.9 600 700 580 580 530 530 520 510 480 480 480 540 480 540 6.2 6.2 Crack 20 130 top 2.0 Split 20 top 2 L L L L L M 100 F N Y Y 22/11/2019 Timber Pipe Tray @1.7.

Part 2 25B-AC2 25B 25 B AC2 30/10/19 GH AG 0.8 2.3 3.1 430 490 1.30 420 430 2.3 430 440 2.9 460 470 420 420 400 400 380 380 370 370 360 370 360 360 7.3 7.5 Crack 10 200 1.5 1.9 Crack 10 150 1.3 1.9 Crack 10 30 1.3 1.9 Nil L L L L L 100 F N Y Y 22/11/2019

Part 2 25B-U 25B 25 B U 29/10/19 GH BM 0.3 2.8 3.1 500 590 0.30 440 460 2.3 490 490 2.9 530 560 520 530 460 470 430 440 410 410 430 470 430 470 6.0 6.0 L M L L L M 100 F N Y Y Y 22/11/2019Depletion pits across pile underwater.Beams (2) @0.7-1.0.Beam @2.4-2.6.

Part 2 25B-W 25B 25 B W 30/10/19 GH AG 0.3 2.8 3.1 580 590 0.3 470 480 2.3 480 500 2.9 530 580 490 490 460 490 460 460 420 420 460 470 460 470 6.1 6.1 Split 30 590 0.3 2.4 Crack 15 250 0.3 2 Crack 15 200 0.3 1.5 L M L L L M 100 F N Y Y 22/11/2019 Depletion pits across pile underwater.

Part 2 26B-AA 26B 26 B AA 29/10/19 GH BM 0.4 2.7 3.1 600 610 0.30 580 600 2.3 450 570 2.9 580 610 520 580 500 550 460 500 450 480 450 450 450 490 6.7 6.8 Crack 20 150 300 1 L L L L L M 100 F N Y Y 22/11/2019 Multiple small holes in timber across pile underwater.

Part 2 26B-AC1 26B 26 B AC1 29/10/19 GH BM 0.4 2.7 3.1 580 580 1.30 540 550 2.3 530 540 2.9 560 560 480 500 460 470 500 540 490 540 460 500 460 500 7.1 7.1 Crack 15 400 1.9 2.4 Split 1.9 3 Knot L L L L L L 100 F N Y Y 22/11/2019 Below water crack

Part 2 26B-W 26B 26 B W 29/10/19 GH BM 0.4 2.7 3.1 540 620 0.30 500 540 2.3 500 530 2.9 540 600 490 540 490 510 370 380 450 460 470 500 470 500 6.1 6.1 L M L L L L 100 F N Y Y Y 22/11/2019

Part 2 26B-X 26B 26 B X 29/10/19 GH BM 0.4 2.7 3.1 530 540 0.30 420 460 2.3 420 460 2.9 480 540 470 510 410 450 410 420 370 380 360 370 340 380 6.2 6.2 L M M L L M 100 F N Y Y Y 22/11/2019 Borer activity appears to have increased Beam @1.5-1.7.

Part 2 26B-Y 26B 26 B Y 29/10/19 GH BM 0.4 2.7 3.1 560 560 0.30 490 540 2.3 510 490 2.9 550 580 530 540 500 520 490 490 480 480 450 460 450 490 6.3 6.3 Crack 10 300 0.3 2.5 Crack 15 300 0.3 1.5 Crack 10 200 0.3 2.2 Nil L L L L L 100 F N Y Y 22/11/2019Multiple small holes in timber across pile underwater.Beam @1.5-1.7.

Part 2 26B-Z 26B 26 B Z 29/10/19 GH BM 0.4 2.7 3.1 590 600 0.30 510 510 2.3 480 520 2.9 540 540 510 520 460 530 450 470 420 450 400 440 470 490 6.4 6.4 Split 40 250 0.3 2.2 Split 30 0.3 0.3 2.4 M L L L L M 100 F N Y Y 22/11/2019

Part 2 27B-AD 27B 27 B AD 8/11/19 GH SM 1.3 1.8 3.1 540 560 0.30 480 480 2.3 470 480 2.9 530 540 520 540 470 480 460 480 460 470 440 450 430 450 420 430 420 440 7.6 7.8 Crack 10 120 0.3 2.0 Rot 50 0.3 1.2 L M L L L L 100 F N Y Y 22/11/2019

Part 2 27B-AF 27B 27 B AF 8/11/19 GH SM 1.3 1.8 3.1 540 560 0.40 500 500 2.3 480 490 2.9 540 540 520 530 480 490 450 480 470 480 430 440 430 440 430 440 420 450 450 470 9.4 9.8 Crack 10 100 0.4 1.9 Crack 20 150 0.4 2.1 L L L L L L 100 F N Y Y 22/11/2019 Multiple small holes in timber across pile underwater.

Part 2 28B-AB 28B 28 B AB 29/10/19 GH AS 0.4 2.7 3.1 510 530 0.30 410 430 2.3 400 420 2.9 540 540 400 460 410 410 370 380 350 360 340 340 330 340 6.9 7.0 Split 20 0.3 2.1 L M L L L M 100 P N Y Y Y 22/11/2019Low diameter with moderate borer anddepletion

Large number of small holes in timber across entire pile.Large Nails (2) @ 2.0

Part 2 28B-AC1 28B 28 B AC1 29/10/19 GH AS 0.4 2.7 3.1 520 580 1.3 460 520 2.3 440 500 2.9 520 580 560 570 440 460 420 450 400 440 400 410 390 400 390 400 7.0 7.0 Crack 10 100 top 2.0 Split 20 top 2.3 Nil L L L L M 100 F N Y Y 22/11/2019 Large Nails (2) @2.0.

Part 2 28B-AC2 28B 28 B AC2 29/10/19 GH AS 0.4 2.7 3.1 540 560 1.3 480 480 2.3 480 500 2.9 540 560 520 520 490 500 450 450 440 440 430 430 400 420 390 410 7.3 7.5 Crack 20 top 2.3 L L L N L L M 100 F N Y Y 22/11/2019 Multiple small holes in timber across entire pile.

Part 2 28B-AD 28B 28 B AD 8/11/19 GH AS 1.3 1.8 3.1 480 490 0.30 410 430 2.3 410 440 2.9 440 470 430 470 410 440 390 390 380 390 380 390 350 370 380 380 7.7 7.7 Split 20 0.3 2.1 Rot 150 0.3 1.4 Knot 150 110 4.6 5.4 Nil M L L L L 100 F N Y Y 22/11/2019 Moderate depletion/necking. Multiple small holes in timber across pile underwater.

Part 2 28B-AE 28B 28 B AE 8/11/19 GH AS 1.3 1.8 3.1 530 530 0.30 480 490 2.3 490 520 2.9 510 520 510 520 490 520 460 460 420 430 390 400 380 400 410 430 420 450 8.3 8.6 Split 30 0.3 1.8 Crack 20 200 0.3 2.1 Knot L H L L L M 100 P N Y Y 22/11/2019 Moderate to heavy borerConduit @ 0.6 and 0.8Multiple small holes in timber across pile underwater.

Part 2 28B-AG1 28B 28 B AG1 8/11/19 GH AS 1.3 1.8 3.1 470 480 0.50 410 430 2.3 420 420 2.9 460 470 440 470 420 420 390 410 380 390 380 390 390 390 400 420 400 410 390 390 360 370 10.3 10.6 Crack 10 150 0.5 2.0 Crack 10 150 0.5 1.4 Cavity 140 110 5.5 5.75 Hollow 200 310 6.7 7.05 Cavity 150 130 9.05 9.4 Cavity 150 140 7.2 7.6 Nil L L L H H 100 FAIL N Y 22/11/2019 Hollowing and depletionSteel Bar @ 0.8Hollow opens up insideExtra Defect (7) - 40 - 150 - 2.3 - 2.35

Part 2 28B-Z 28B 28 B Z 29/10/19 GH AS 0.4 2.7 3.1 460 540 0.30 450 480 2.3 450 480 2.9 480 550 490 520 430 450 420 430 410 420 390 400 410 440 6.4 6.4 Split 40 0.3 LW L L L L L M 100 F N Y Y 22/11/2019 Bolts (2) @2.0 and 1.0.

Part 2 29B-AB 29B 29 B AB 29/10/19 GH AS 0.9 2.2 3.1 500 540 0.3 420 440 2.3 430 440 2.9 470 520 470 510 430 440 420 440 410 440 400 420 400 410 400 410 7.0 7.2 Crack 15 200 0.3 1.4 Crack 10 300 0.3 1.7 L L L L L L 100 F N Y Y 22/11/2019Tie Beam @1.2-1.5.Multiple small holes in timber across pile underwater.

Part 2 29B-V 29B 29 B V 29/10/19 GH BM 0.9 2.2 3.1 500 520 0.30 480 510 2.3 440 440 2.9 470 520 470 500 410 430 410 430 410 420 390 400 390 400 6.0 6.0 Crack 5 200 0.3 1.3 L L L L L L 100 F N Y Y 22/11/2019Multiple small holes in timber across entire pile.Tie Beams x 2 @0.3.Top of pile measured at 0.6.

Part 2 29B-W 29B 29 B W 29/10/19 GH BM 0.9 2.2 3.1 590 620 0.30 500 560 2.3 540 540 2.9 590 610 570 570 540 540 500 520 500 510 490 490 490 490 6.0 6.0 Crack 15 300 0.3 1.5 Crack 10 150 0.3 0.9 L L L L L L 100 F N Y Y 22/11/2019 Multiple small holes in timber across entire pile.

Part 2 29B-X 29B 29 B X 29/10/19 GH AS 0.9 2.2 3.1 580 590 0.30 470 480 2.3 2.9 530 540 520 530 460 470 450 460 430 460 440 450 440 450 6.1 6.1 Cracks 10 200 0.3 2 Cracks 10 200 0.3 1 Cracks 10 300 0.3 2 L L L L L M 100 F N Y Y 22/11/2019Multiple small holes in timber across entire pile.Tie Beams (2) @ 1.3 - 1.45 (Holding Pipework).

Part 2 30B-AC1 30B 30 B AC1 28/10/19 GH BM 0.9 2.2 3.1 580 590 1.20 570 570 2.3 580 580 2.9 600 600 580 580 540 550 530 530 490 510 480 500 480 500 7.1 7.2 Crack 20 150 1.2 2.0 Crack 25 200 1.2 1.8 L L L L L L 100 F N Y Y 22/11/2019Beam @1.2 - 1.6.Bolt @1.2.

Part 2 30B-AC2 30B 30 B AC2 28/10/19 GH BM 0.9 2.2 3.1 520 530 1.20 480 510 2.3 460 510 2.9 520 550 460 510 440 460 430 450 440 440 430 440 430 430 7.2 7.4 Crack 20 150 1.2 1.8 Crack L L L L L L 100 F N Y Y 22/11/2019 Cables @1.2.

Part 2 30B-Y 30B 30 B Y 29/10/19 GH AS 0.9 2.2 3.1 510 560 0.30 480 490 2.3 460 480 2.9 500 550 520 530 460 480 440 450 430 440 430 440 440 450 6.3 6.4 Crack 20 300 0.3 0.7 Crack 20 300 0.3 2.0 L L L L L L 100 F N Y Y 22/11/2019 Pipe rack @1.4.

Part 2 31B-AA 31B 31 B AA 28/10/19 GH BM 0.8 2.3 3.1 580 590 0.3 530 540 2.3 500 510 2.9 560 590 560 570 500 510 490 500 480 490 480 480 460 470 6.7 6.7 Split 20 0.3 2.0 Crack L L L L L M 100 F N Y Y 22/11/2019 Multiple small holes in timber underwater.

Part 2 31B-AB 31B 31 B AB 28/10/19 GH BM 0.8 2.3 3.1 530 600 0.30 500 530 2.3 450 540 2.9 510 580 520 530 450 540 450 520 450 510 460 500 450 470 450 470 7.0 7.0 Split 20 400 0.3 1.7 Crack Bolt Holes L L L L L M 100 F N Y Y 22/11/2019

Part 2 31B-AC1 31B 31 B AC1 28/10/19 GH BM 0.8 2.3 3.1 530 580 1.20 490 530 2.3 520 540 2.9 550 570 520 540 510 520 490 510 460 490 450 490 450 490 7.1 7.1 Crack 5 6 1.2 1.6 Crack 10 80 1.2 1.8 L L L L L L 100 F N Y Y 22/11/2019 Depletion pits across pile underwater.

Part 2 31B-AC2 31B 31 B AC2 28/10/19 GH BM 0.8 2.3 3.1 520 540 1.20 440 490 2.3 470 490 2.9 510 530 470 490 440 440 430 430 410 420 400 420 420 420 7.2 7.4 Crack 5 100 1.2 1.8 Crack L M L L L L 100 F N Y Y 22/11/2019Multiple small holes in timber underwater.Depletion pits across pile underwater.

Part 2 31B-X 31B 31 B X 28/10/19 GH BM 0.8 2.3 3.1 550 560 0.30 480 560 2.3 500 520 2.9 550 600 550 570 500 520 480 490 470 470 480 500 480 500 6.1 6.1 Split 20 0.3 1.4 M L L M L L 100 F N Y Y 22/11/2019Beam / Pipe Rack @1.4.Bolt @2.0.

Part 2 31B-Z 31B 31 B Z 28/10/19 GH BM 0.8 2.3 3.1 600 600 0.30 540 560 2.3 540 540 2.9 560 590 540 560 540 540 500 510 490 510 480 510 490 520 6.5 6.5 Split 10 0.3 1.3 Crack L L M L M L 100 F N Y Y 22/11/2019 Multiple small holes in timber underwater.

Part 1 32B-AB 32B 32 B AB 28/10/19 GH BM 0.6 2.5 3.1 580 620 0.30 520 530 2.3 500 510 2.9 680 680 560 560 500 500 480 490 470 480 440 440 430 450 430 450 7.0 7.0 Crack 10 110 0.3 1.3 Crack 10 150 0.3 1.6 L L L L L M 100 F N Y Y 22/11/2019 Multiple small holes in timber.

Part 1 32B-AC1 32B 32 B AC1 28/10/19 GH BM 0.6 2.5 3.1 530 530 1.20 480 510 2.3 440 470 2.9 540 550 400 460 430 450 420 430 400 400 400 400 410 410 7.2 7.2 Crack 10 150 1.2 1.9 Crack 10 200 1.2 1.8 M M L L M M 100 F N Y Y 22/11/2019 Multiple small holes in timber.

Part 1 32B-AE 32B 32 B AE 11/11/19 GH AS 1.3 1.8 3.1 530 540 0.30 470 500 2.3 480 510 2.9 530 540 490 530 480 510 470 490 460 480 460 460 440 460 440 450 450 450 8.4 8.6 Split 20 0.3 2.3 L L L L L L 100 F N Y Y 22/11/2019Multiple small holes in timber across pile underwater.Cables (2) @ 0.6 & 0.8

Part 1 32B-U 32B 32 B U 28/10/19 GH BM 0.6 2.5 3.1 580 620 0.30 520 530 2.3 490 500 2.9 600 600 560 570 480 520 480 520 490 520 510 520 5.9 5.9 Knot M M L L L L 100 F N Y Y 22/11/2019Multiple small holes in timber.Bolts @1.7.Diagonal Beams @0.6. Timber Beam @2.5.

Part 1 32B-V 32B 32 B V 28/10/19 GH BM 0.6 2.5 3.1 560 560 0.30 500 530 2.3 480 510 2.9 560 570 560 570 490 500 470 490 460 480 470 470 470 470 6.0 6.0 Crack 10 200 0.3 0.7 L L L L L L 100 F N Y Y 22/11/2019Multiple small holes in timber.Diagonal Beams @0.3.

Part 1 32B-W 32B 32 B W 28/10/19 GH BM 0.6 2.5 3.1 610 610 0.30 520 540 2.3 480 540 2.9 580 590 580 580 540 540 510 510 480 490 480 500 480 500 6.0 6.0 Split 50 0.3 2.4 Split Split L L L L L L 100 F N Y Y 22/11/2019 Fair to poor. Splitting Several splits in pile above water.

Part 1 33B-AC2 33B 33 B AC2 28/10/19 GH JC 0.5 2.6 3.1 470 600 1.20 460 550 2.3 480 550 2.9 480 580 480 490 440 490 420 460 380 440 390 430 390 430 7.3 7.5 Crack 10 200 1.2 2.0 L L L L L M 100 F N Y Y 22/11/2019Bolt @1.3Multiple small holes in timber.


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Part 1 33B-AF 33B 33 B AF 12/11/19 GH AS 1.4 1.7 3.1 540 540 0.50 470 510 2.3 500 500 2.9 530 540 490 500 500 500 460 490 450 460 440 440 430 430 430 430 420 430 420 420 9.3 9.5 Crack 20 200 0.5 1.6 Crack 10 150 0.5 2 Knot 150 60 7.1 7.35 Cavity 110 150 7.15 7.25 Knot 60 30 8.7 8.85 L L L L L L 100 P N Y Y Y 22/11/2019 Fair to poor pile. Cavity at knotBolt @ 1.0Multiple small holes in timber across pile underwater.

Part 1 33B-V 33B 33 B V 28/10/19 GH JC 0.5 2.6 3.1 600 600 0.30 530 540 2.3 500 520 2.9 560 580 560 560 510 530 510 530 490 490 480 490 480 490 6.0 6.0 Crack 10 100 0.3 2.1 Cavity / Knot 110 120 4.1 4.4 L M L L L L 100 P N Y Y Y 22/11/2019 Cavity at knot.Depletion pits across entire pile.Multiple small holes in timber.Diagonal Beams @0.3-0.6. Pipe @1.2.

Part 1 34B-AE 34B 34 B AE 12/11/19 GH AS 1.2 1.9 3.1 610 630 0.30 510 510 2.3 510 510 2.9 550 600 510 550 510 510 470 490 460 470 460 460 420 430 410 420 410 420 8.5 8.8 Split 20 0.3 2.5 M L L L L M 100 F Y Y Y 22/11/2019Cables (3) @ 0.6 , 0.8 , 1.0. Pipe @ 0.5Multiple small holes in timber across pile underwater.

Part 1 34B-V 34B 34 B V 28/10/19 GH JC 0.4 2.7 3.1 650 650 0.30 530 570 2.3 480 560 2.9 610 650 570 580 510 560 480 520 470 500 470 480 470 480 6.0 6.0 Split 10 0.3 1.7 L M M L L M 100 F N Y Y 22/11/2019Multiple small holes in timber across entire pile.Diagonal beams (2) @0.3-0.6.

Part 1 34B-W 34B 34 B W 28/10/19 GH JC 0.4 2.7 3.1 590 590 0.30 510 530 2.3 500 500 2.9 570 570 550 550 510 510 480 490 500 520 480 490 480 490 6.1 6.1 Crack 5 80 0.3 0.6 L M L L L L L 100 F N Y Y 22/11/2019 Multiple small holes in timber across pile underwater.

Part 1 34B-Y 34B 34 B Y 28/10/19 GH JC 0.4 2.7 3.1 560 600 0.30 490 540 2.3 480 480 2.9 580 600 580 580 460 480 450 450 420 450 400 410 400 400 6.3 6.3 Crack 10 200 0.6 0.9 L M M L L L M 100 F N Y Y 22/11/2019Multiple small holes in timber across entire pile.Timber beam @1.2.

Part 1 35B-AA 35B 35 B AA 28/10/19 GH DG NA NA 3.0 570 580 0.30 540 550 2.0 480 500 2.6 550 550 540 550 480 510 470 480 480 480 450 460 450 470 6.8 7.0 Split 30 300 0.3 1.2 Crack 10 200 0.3 1.9 L L L L L L 100 F N Y Y 22/11/2019

Part 1 35B-AC2 35B 35 B AC2 28/10/19 GH DG 0.4 2.7 3.1 520 530 1.20 470 480 2.3 460 480 2.9 520 530 470 480 430 440 410 420 410 420 410 410 410 410 7.4 7.6 Crack 20 200 1.2 1.8 Split L L L L L L 100 F N Y Y 22/11/2019 Light to moderate borerLarge number of small holes in timber across entire pile.Underwater split.Cables @1.2. Bolt Holes (4) @1.7.

Part 1 35B-AD 35B 35 B AD 12/11/19 GH AS 1.2 1.9 3.1 570 550 0.30 550 560 2.3 540 540 2.9 540 600 540 570 540 540 520 530 500 500 480 490 490 490 460 470 7.8 8.0 Split 20 0.3 2.1 L L L M L L 100 F N Y Y 22/11/2019 Multiple small holes in timber across pile underwater.

Part 1 35B-AE 35B 35 B AE 12/11/19 GH AS 1.2 1.9 3.1 520 530 0.30 450 480 2.3 460 470 2.9 510 520 500 510 460 470 450 460 440 450 430 450 420 420 410 430 390 400 8.5 8.8 Split 20 0.3 1.9 L L L L L L 100 F N Y Y 22/11/2019Cables (2) @ 0.6 , 0.8Bolts (2) @ 1.0Multiple small holes in timber across pile underwater.

Part 1 35B-V 35B 35 B V 28/10/19 GH DG 0.7 2.1 2.8 600 610 0.30 540 570 2.0 480 550 2.6 570 610 440 570 570 590 510 510 480 510 480 490 6.0 6.0 Burn Mark 300 20 0.6 1.0 L L L L M L 100 F N Y Y 22/11/2019Multiple small holes in timber across pile underwater.Tie Beams 300 from sofit to 600 from sofit, runs 35V-35U-35 T1

Part 1 35B-Y 35B 35 B Y 28/10/19 GH DG 0.7 2.1 2.8 540 550 0.30 520 550 2.0 460 500 2.6 520 540 520 550 480 500 450 470 410 450 410 420 410 420 6.4 6.5 Crack 10 100 0.3 1.9 L L L L L L 100 F N Y Y 22/11/2019Multiple small holes in timber across pile underwater.Tie Beams x 2 running 35X - 35Y @1.1.

Part 1 36B-AC1 36B 36 B AC1 28/10/19 GH DG 0.9 1.9 2.8 600 610 1.2 600 600 2.0 540 570 2.6 600 600 510 540 490 500 460 460 420 450 410 440 410 440 7.2 7.2 Crack 10 120 1.2 1.8 M M M L L M 100 F N Y Y 22/11/2019Large number of small holes in timber across pileunderwater.

Part 1 36B-AC2 36B 36 B AC2 28/10/19 GH DG 0.9 1.9 2.8 600 620 1.2 610 620 2.0 530 540 2.6 610 620 500 540 480 520 470 510 490 490 480 480 480 480 7.4 7.6 Crack L L L L L M 100 F N Y Y 22/11/2019 Multiple small holes in timber across pile underwater.

Part 1 36B-AD 36B 36 B AD 12/11/19 GH AS 1.2 1.9 3.1 560 610 0.30 480 500 2.3 480 490 2.9 550 560 530 530 480 490 460 470 460 460 450 450 450 450 420 430 7.8 8.1 Crack 10 200 0.5 1.2 M M M L L M 100 F N Y Y 22/11/2019Pipe @ 0.5Multiple small holes in timber across pile underwater.

Part 1 36B-U 36B 36 B U 25/10/19 GH SM 0.9 2.0 2.9 600 600 0.3 560 570 2.1 490 520 2.7 580 580 570 570 500 510 470 470 440 470 440 470 440 470 6.0 6.0 Knot 60 70 4.3 4.4 L L L L L M 100 F N Y Y 22/11/2019Multiple small holes in timber across pile underwater.Beams (300x150) @ 0.6 running from 36B-V to 36B - T2Beam 2.5-2.8m (rotted away)

Part 1 36B-V 36B 36 B V 25/10/19 GH SM 0.9 2.2 3.1 600 610 0.30 550 570 2.3 500 540 2.9 600 610 560 590 500 540 450 490 450 450 460 460 460 460 6.1 6.1 Knot 150 50 4.6 4.8 Knot 150 70 3.8 4 L L L L L L 100 G N Y Y 22/11/2019 Beams @0.3 (300x150) running to 36B-U.

Part 1 36B-W 36B 36 B W 25/10/19 GH SM 0.9 2.2 3.1 560 580 0.30 540 560 2.3 460 460 2.9 560 590 560 590 460 460 450 480 430 450 420 440 430 450 6.2 6.2 Crack 10 200 0.3 2.0 L L L L L L 100 G N Y Y 22/11/2019 [email protected].

Part 1 36B-Y 36B 36 B Y 25/10/19 GH SM 0.9 2.2 3.1 570 590 0.3 510 530 2.3 510 530 2.9 580 590 540 560 510 520 490 510 450 500 440 490 430 490 6.4 6.4 Split 20 0.3 1.9 L L L L L L M 100 F N Y Y 22/11/2019Multiple small holes in timber across pile underwater.Bolt @1.8Pipe rack @ 1.1

Part 1 37B-AB 37B 37 B AB 25/10/19 GH SM 0.4 2.4 2.8 520 580 0.3 540 550 2.0 410 520 2.6 580 580 510 540 450 500 460 490 430 470 440 450 440 440 430 440 7.2 7.2 Crack 10 150 0.3 2.0 Crack 15 200 0.3 1.5 L L L L L M 100 F N Y Y 22/11/2019 Multiple small holes in timber underwater.

Part 1 37B-AD 37B 37 B AD 12/11/19 GH AS 1.3 1.8 3.1 560 580 0.30 520 550 2.3 530 550 2.9 550 570 530 560 530 550 490 530 510 530 490 510 480 480 470 480 7.9 8.0 Cracks (2) 15 200 0.3 1.6 L L L M L L 100 F N Y Y 22/11/2019 Pipe (2) @ 0.45

Part 1 37B-X 37B 37 B X 25/10/19 GH SM 0.5 2.3 2.8 560 560 0.30 510 510 2.0 490 500 2.6 540 550 510 510 480 490 450 480 440 450 440 450 450 470 6.3 6.3 Crack 20 150 0.3 1.1 Crack 15 200 0.3 0.5 Crack 10 250 0.3 0.8 L L L L L L 100 F N Y Y 22/11/2019Bracing/Pipe Rack runs Y-X @1.1-1.25.Bolt @1.9.

Part 1 38B-AB 38B 38 B AB 25/10/19 GH SM 0.4 2.4 2.8 510 530 0.30 500 520 2.0 460 470 2.6 510 520 500 520 440 460 440 450 440 450 420 420 390 390 390 400 7.2 7.2 Crack 10 100 0.3 1.0 Crack 10 100 0.3 0.7 L L L L L L L 100 F N Y Y 22/11/2019 Pipework around top of pile but not attached.

Part 1 38B-AF 38B 38 B AF 12/11/19 GH AS 1.3 1.8 3.1 700 700 0.50 560 570 2.3 530 560 2.9 650 680 600 650 530 560 490 510 470 490 470 480 450 450 450 460 440 460 420 430 9.5 9.7 Split 20 0.5 2 Knot 80 50 5.5 5.55 Knot 70 60 7.95 8.15 Knot 50 40 3.6 3.7 Cavity 20 100 3.6 3.7 L M L L M M 100 F N Y Y Y 22/11/2019 Fair to poor.Pipe Protruding @ sea LevelMultiple small holes in timber across pile underwater.

Part 1 38B-AG1 38B 38 B AG1 12/11/19 GH AS 1.3 1.8 3.1 540 540 0.50 480 480 2.3 460 470 2.9 530 540 530 540 460 470 470 480 420 460 410 430 400 400 390 390 390 390 390 390 380 390 10.2 10.5 Split 30 0.5 1.7 Knot 50 80 3.7 3.8 NIL L L L L M 100 F N Y Y 22/11/2019Long Bolt Bracket @ 0.5 - 1.6Bolt @ 0.8Multiple small holes in timber across pile underwater.

Part 1 38B-U 38B 38 B U 25/10/19 GH BM 0.4 2.4 2.8 470 530 0.30 450 480 2.0 430 460 2.6 470 520 450 480 430 470 430 450 420 480 370 440 370 440 6.0 6.0 Crack 10 300 0.9 2 L L L L M M 100 F N Y Y 22/11/2019Multiple small holes in timber across pile underwater.Bracing 0.6-0.9 V-U-T1Pipe work on Bracing. Whaler Beam @ 2.5 U-T2

Part 1 38B-X 38B 38 B X 25/10/19 GH BM 0.4 2.4 2.8 510 520 0.30 500 500 2.0 430 450 2.6 500 510 500 500 430 440 410 440 390 410 420 420 440 450 6.4 6.4 Split/Crack 20 200 0.3 1.3 Crack 5 250 0.6 2.2 Crack 10 400 0.3 1.1 Crack 10 400 0.3 2 L L L M L L 100 F N Y Y 22/11/2019Bracing / Pipe Rack @1.0 to 1.15.Bolts @0.8 and @1.8.

Part 1 39B-AA 39B 39 B AA 25/10/19 GH BM 0.3 2.5 2.8 530 570 0.30 530 540 2.0 470 530 2.6 570 600 530 540 530 530 510 530 480 520 480 500 480 480 6.8 6.9 Crack 10 150 0.3 2.0 Crack 10 180 0.3 1.1 Crack 10 250 0.3 1.9 M M L L L L 100 F N Y Y 22/11/2019

Part 1 39B-AC1 39B 39 B AC1 25/10/19 GH BM 0.3 2.5 2.8 500 520 1.00 480 520 2.0 450 500 2.6 500 520 480 520 450 510 460 490 450 490 450 470 430 450 400 450 7.3 7.3 Crack 10 100 1.4 1.6 L M L L M L 100 F N Y Y 22/11/2019BoltsMultiple small holes in timber across pile underwater.

Part 1 39B-AC2 39B 39 B AC2 25/10/19 GH BM 0.3 2.5 2.8 510 560 1.00 530 540 2.0 530 510 2.6 510 560 530 540 480 480 450 460 440 450 420 440 430 440 430 440 7.3 7.5 Crack 10 60 1 1.8 Crack 20 100 1 2.2 M M M L L L 100 F N Y Y 22/11/2019 Split into TZBolts x 2, Cacks S/NMultiple small holes in timber across pile underwater.

Part 1 39B-AD 39B 39 B AD 12/11/19 GH AS 1.3 1.8 3.1 490 540 0.30 470 480 2.3 450 470 2.9 490 510 490 520 450 470 440 450 440 470 400 400 400 400 400 400 7.9 8.2 Split 30 0.3 2 Knot 200 50 4.38 4.95 L L L L L L 100 F Y Y 22/11/2019 Pipes (2) @ 0.4

Part 1 39B-AF 39B 39 B AF 12/11/19 GH AS 1.3 1.8 3.1 610 610 0.50 510 520 2.3 510 520 2.9 550 570 540 570 510 520 480 500 450 480 440 460 450 470 440 450 420 450 430 440 9.5 9.8 Split 40 0.5 2 L L L L L M 100 F Y Y 22/11/2019 Split into TZBolt @ 1.9Tie Beams @ 1.0Cable Sleeve @ 0.7. Cable @ 0.55

Part 1 39B-AG1 39B 39 B AG1 12/11/19 GH AS 1.3 1.8 3.1 460 520 0.50 430 450 2.3 460 460 2.9 470 500 490 500 460 460 420 420 400 410 390 390 390 390 380 390 380 390 380 390 380 390 10.2 10.5 Split 20 0.5 1.6 Split 10 1.6 Knot L L L L L L 100 F Y Y 22/11/2019Long Bolts @ 0.5 - 1.6Tie beams @ 1.0Bolt @ 1.0

Part 1 39B-V 39B 39 B V 25/10/19 GH BM 0.3 2.5 2.8 530 530 0.30 520 540 2.0 500 520 2.6 530 550 520 540 450 470 430 450 420 450 450 450 450 450 6.1 6.1 Crack 10 150 0.3 1.8 L L L L L L 100 F N Y Y 22/11/2019 Cracked into TZBolt 300 LMezzanine Floor, AC PipeT Beams top pile x 300 runs 29V -39U-39T1

Part 1 42B-AB 42B 42 B AB 23.10.19 GH DG 0.6 2.4 3.0 600 600 0.50 580 600 2.0 500 510 2.6 580 580 580 600 490 540 450 480 440 450 420 450 410 430 410 430 4.2 4.3 Split 0.5 1.5 Depletion 2.6 4.4 L M L L M L 100 F N Y Y 22/11/2019 Mid-water depletion and moderate borer

Depletion pits across entire pile.Multiple small holes in timber underwater.2x Beams @1.0.2x Bolts @1.0.

Part 1 42B-U 42B 42 B U 23.10.19 GH DG 0.7 2.3 3.0 550 560 0.50 510 530 2.0 450 450 2.6 540 540 510 530 460 480 430 440 410 420 400 420 400 420 6.0 6.1 Split 0.5 1.1 L M L L M L 100 F N Y Y 22/11/2019Beams @0.7 and 2.3.Bolts @1.0 and 2.2.

Part 1 43B-V 43B 43 B V 23.10.19 GH DG 0.7 2.3 3.0 510 510 0.50 480 520 2.0 430 460 2.6 460 500 480 520 410 420 410 410 400 410 390 400 390 400 6.2 6.3 Split 10 0.5 1.4 Nil L L L L L 100 F N Y Y 22/11/2019Beams @0.5.Pipes @1.2.Bolts @1.0.

Part 1 44B-AF 44B 44 B AF 12/11/19 MF GH 0.7 2.4 3.1 520 540 0.50 440 460 2.3 410 430 2.9 430 520 490 520 410 430 390 450 360 410 390 400 370 420 380 400 370 410 370 410 9.5 9.7 Crack 5 150 TOP 2 Knot Rot 0.3 0.8 L L L L L M 100 F N Y Y 22/11/2019 Rot at top

Part 1 45B-AA 45B 45 B AA 24.10.19 GH CH 0.3 2.7 3.0 630 650 0.30 620 630 2.0 540 550 2.6 620 670 620 630 550 550 530 550 530 550 530 530 530 530 6.0 6.0 Crack 20 200 0.3 2.2 Crack 10 150 0.3 0.7 L L L L L L 100 F N Y Y 22/11/2019

Part 1 45B-AB 45B 45 B AB 24.10.19 GH CH 0.3 2.7 3.0 510 600 0.30 450 480 2.0 430 460 2.6 470 520 450 480 470 490 430 450 440 480 400 420 410 410 420 430 7.2 7.3 Crack 20 300 0.3 2.2 L L L L M M 100 F N Y Y 22/11/2019 Depletion pits across pile underwater.

Part 1 45B-AD 45B 45 B AD 12/11/19 MF GH 0.7 2.4 3.1 530 550 0.30 480 510 2.3 460 500 2.9 540 550 520 540 460 500 450 480 470 490 420 440 410 460 410 430 8.0 8.2 Crack 20 250 top 2.3 L L L L L L 100 F N Y Y 22/11/2019Bolt @ 0.8Multiple small holes in timber across pile underwater.


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Part 1 45B-X 45B 45 B X 24.10.19 GH CH 0.3 2.7 3.0 550 650 0.30 530 540 2.0 510 520 2.6 590 610 530 540 550 550 520 530 510 510 500 500 510 520 6.4 6.4 Split 30 650 0.3 2.6 Split 30 300 0.3 1.0 L L L L L L 100 F N Y Y 22/11/2019 Pipes @0.35.

Part 1 46B-AA 46B 46 B AA 24.10.19 GH CH 0.4 2.6 3.0 600 640 0.30 540 600 2.0 540 540 2.6 620 640 540 600 520 550 480 500 450 540 450 480 450 490 470 490 7.1 7.2 Split 10 300 0.3 0.5 M L L L M L 100 F N Y Y 22/11/2019Multiple small holes in timber underwater.Bolts @0.6.

Part 1 46B-AC1 46B 46 B AC1 24.10.19 GH CH 0.4 2.6 3.0 520 550 1.00 540 550 2.0 490 500 2.6 520 550 540 550 500 530 470 500 450 490 450 480 430 450 430 450 7.4 7.4 Split 10 300 0.3 2.2 Split 30 300 0.3 2.4 M L L L L L 100 F N Y Y 22/11/2019Multiple small holes in timber underwater.Bolts @1.5.

Part 1 46B-U 46B 46 B U 24.10.19 GH CH 0.4 2.6 3.0 530 600 0.30 540 600 2.0 520 540 2.6 580 610 540 600 480 530 470 480 440 480 430 450 450 460 6.1 6.1 Crack 10 150 0.3 1.9 L M L L L M 100 F N Y Y 22/11/2019Multiple small holes in timber underwater.Beams @2.5-2.8.Nail @2.0.

Part 1 46B-V 46B 46 B V 24.10.19 GH CH 0.4 2.6 3.0 620 630 0.20 600 600 2.0 530 550 2.6 610 630 600 600 530 550 520 530 510 510 510 520 520 530 6.1 6.1 Crack 10 250 0.3 1.8 L L L L L L 100 F N Y Y 22/11/2019Depletion pits across pile underwater.2x Beams @0.3

Part 1 47B-AC1 47B 47 B AC1 24.10.19 GH CH 0.6 2.4 3.0 450 470 1.00 470 490 2.0 420 430 2.6 450 470 470 490 410 430 370 410 390 410 390 400 370 380 340 370 7.4 7.4 Crack 10 150 1.0 2.6 Nil M L L L M 100 F N Y Y 22/11/2019Multiple small holes in timber underwater.Nails @1.8.

Part 1 48B-AG1 48B 48 B AG1 12/11/19 KM BM NA NA 3.0 600 600 0.50 490 540 2.3 550 530 2.9 600 600 570 590 530 550 520 540 500 530 510 540 480 500 440 460 440 450 430 430 10.1 10.5 Split 25 0.5 2 Crack 5 150 0.5 1.8 L L L L L M 100 F N Y Y 22/11/2019 Split into TZ Bolt @ 0.9 , 2.3

Part 1 48B-U 48B 48 B U 23.10.19 GH JC 0.6 2.4 3.0 540 620 0.30 600 620 2.0 500 510 2.6 600 620 600 610 490 510 450 460 440 450 440 460 430 470 6.2 6.2 L M M L M L 100 F N Y Y Y 22/11/2019Depletion pits across entire pile.Multiple small holes in timber underwater.2x Beams @0.3. Beam @2.9-2.9.

Part 1 49B-AA 49B 49 B AA 23.10.19 GH JC 0.6 2.4 3.0 490 610 0.3 510 520 2.0 450 450 2.6 490 510 510 520 430 450 400 440 390 420 380 410 390 400 390 400 7.1 7.1 L L L M L L 100 F N Y Y Y 22/11/2019Depletion pits across entire pile.Multiple small holes in timber underwater.

Part 1 50B-AG1 50B 50 B AG1 12/11/19 KM BM NA NA 3.0 560 620 0.90 530 550 2.3 510 510 2.9 540 620 550 570 510 510 440 530 430 510 440 470 430 480 420 460 410 450 SB SB 430 460 10.1 10.6 Crack 10 100 0.9 1.4 M M L L L M 30 F N Y Y 22/11/2019Steel Bracing @ 1.3Steel Bar @ 1.3. Timber Beam @ 1.1Multiple small holes in timber across pile underwater.

Part 2 8B-AD 8B 8 B AD 8/11/19 GH AS 1.4 1.7 3.1 510 620 0.30 420 440 2.3 2.9 510 640 490 600 500 510 490 510 3.8 4.2 Crack 5 200 0.3 1.0 Crack 5 150 0.3 2.0 L M L M M M 100 F N Y Y 22/11/2019Cable @ 0.4Tie Beam @ 1.0Bolt @ 0.7

Part 2 8B-AE 8B 8 B AE 8/11/19 GH AS 1.4 1.7 3.1 550 570 0.30 510 530 2.3 490 510 2.9 540 560 520 540 490 510 470 480 440 460 450 470 5.1 5.6 Crack 10 300 0.3 0.8 Crack 10 200 0.3 1.0 Crack 5 100 0.3 2.0 L M L L L L 100 F N Y Y 22/11/2019Cable @ 0.6Tie Beam @ 1.0. Bolt @ 0.7Multiple small holes in timber across pile underwater.

Part 2 8B-AF 8B 8 B AF 8/11/19 GH AS 1.4 1.7 3.1 610 620 0.5 520 560 2.3 490 520 2.9 550 620 540 600 490 520 470 490 460 500 490 510 470 480 6.8 7.3 Crack 10 100 0.5 1.8 L L L M L M 100 F N Y Y 22/11/2019 Tie Beams (2) @ 1.0, 0.9


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Part 2 10B-AE 10B 10 B AE 11/11/19 GH AS 0.5 2.6 3.1 500 510 0.30 450 470 2.3 410 440 2.9 490 530 510 520 410 440 400 420 390 420 380 410 380 400 6.7 7.2 Split 15 0.3 1.2 Crack 15 150 0.3 0.7 Knot 50 50 6.4 6.55 Knot 150 100 6.5 6.7 L L L L L M 100 F N Y Y 26/11/2019Cable @ 0.6Bolt @ 0.7Multiple small holes in timber across pile underwater.

Part 2 10B-AG1 10B 10 B AG1 11/11/19 GH AS 0.5 2.6 3.1 340 500 0.50 440 460 2.3 390 400 2.9 480 480 410 460 390 400 360 410 350 400 360 370 380 390 360 360 330 350 330 350 9.0 9.3 Split 10 0.5 2.0 Crack 10 100 0.5 1 Cavity / Knot 100 80 7.8 7.9 Knot 100 100 5.9 6 Knot 20 40 8.1 8.2 Knot 60 40 7.3 7.5 L L L L L M 100 P N Y Y Y 26/11/2019 Cavity at knot Rotting at top of pile and soffit.

Part 2 13B-AA 13B 13 B AA 31/10/19 GH AS 0.8 2.3 3.1 470 500 0.30 400 430 2.3 400 410 2.9 460 500 460 480 400 410 380 380 360 380 360 370 5.8 5.8 Crack 15 200 0.3 1.8 Crack 10 100 0.3 1.1 Crack 10 150 0.3 2 L M L L L L 100 F N Y Y 26/11/2019

Part 2 13B-Y 13B 13 B Y 31/10/19 GH AS 0.8 2.3 3.1 420 480 0.3 420 420 2.3 410 430 2.9 450 470 460 460 410 430 420 430 390 400 390 410 5.7 5.7 Cavity 60 100 4.4 4.7 Cavity 200 150 4.7 5 Cavity 80 60 5.3 5.4 Cavity 50 200 4.3 4.6 L L L L M L 100 P N Y Y 26/11/2019 Multiple cavities Tie Beams (2) (Holds pipework) @1.8-1.95.

Part 2 14B-AC1 14B 14 B AC1 31/10/19 GH AS 0.9 2.2 3.1 440 480 1.30 380 410 2.3 380 400 2.9 430 480 380 400 360 380 350 380 350 380 340 350 6.4 6.5 Crack 10 150 top 2.1 Crack 20 150 top 2.1 L M L L L M 100 F N Y Y 26/11/2019Beam @ top of pileMultiple small holes in timber across pile underwater.

Part 2 14B-AE 14B 14 B AE 6/11/19 GH AS 1.0 2.1 3.1 430 470 0.30 380 410 2.3 380 420 2.9 410 490 400 460 380 420 370 380 350 350 320 350 340 350 350 350 7.6 7.9 Split 20 0.3 2.0 Crack 20 300 0.4 2.0 L L L L M M 100 F N Y Y 26/11/2019 Moderate depletion Electrical Cables @ top of pile

Part 2 14B-AF 14B 14 B AF 6/11/19 GH AS 1.0 2.1 3.1 420 520 0.45 400 420 2.3 380 420 2.9 470 510 440 470 380 420 360 380 360 380 350 370 350 360 350 360 340 350 340 350 9.0 9.3 Crack 40 300 0.5 2.0 Crack 10 50 450 2Section loss

(splinter) 120 15 4 5.9 L L L L M M 100 F N Y Y 26/11/2019 Multiple small holes in timber across pile underwater.

Part 2 14B-V 14B 14 B V 1/11/19 GH AS 0.9 2.2 3.1 470 510 0.30 400 420 2.3 420 420 2.9 420 500 460 500 420 420 390 400 380 390 360 380 5.7 5.7 Crack 10 150 0.3 1.0 L M L L L M 100 F N Y Y 26/11/2019 Beams (2) @ top of pile

Part 2 16B-AC2 16B 16 B AC2 31/10/19 GH AS 0.6 2.5 3.1 490 540 1.30 450 480 2.3 480 490 2.9 460 490 480 480 450 460 430 440 430 440 390 410 6.8 6.9 Cracks 2 50 top 2.0 Split 5 top 2 Knot 150 60 6.4 6.5Cavity in

Knot 50 50 6.4 6.5 L L L L L M 100 F N Y Y 26/11/2019 Fair to poorLarge Nails (2) and Piece of wood @ 100 from top of pileLight depletion pitting

Part 2 16B-AD 16B 16 B AD 7/11/19 GH AS 1.0 2.1 3.1 450 520 0.30 420 430 2.3 430 450 2.9 480 520 440 490 430 450 420 430 390 450 390 390 390 400 390 400 7.2 7.3 Crack 15 300 0.3 1.0 L M L L L L 100 F N Y Y 26/11/2019 Nails (2) @ 1.5

Part 2 16B-AF 16B 16 B AF 7/11/19 GH AS 1.0 2.1 3.1 450 570 0.45 480 500 2.3 470 470 2.9 540 550 530 540 470 470 440 450 430 430 410 410 400 410 380 410 390 400 400 420 9.7 9.4 Crack 20 150 0.5 2.0 L M L L L M 100 F N Y Y 26/11/2019 Multiple small holes in timber across pile underwater.

Part 2 16B-AG1 16B 16 B AG1 8/11/19 GH AS 0.5 2.6 3.1 490 510 0.50 460 470 2.3 450 450 2.9 480 510 450 470 450 450 420 420 420 430 390 420 410 410 390 400 390 420 410 430 410 430 10.0 10.3Timber debris

against pile 8.5 10.3 Cavity 60 200 9.75 9.85 Cavity 150 200 9.6 9.8 Crack 5 50 0.5 1.2 Split 20 0.5 2 Knot L L L L L M 100 P N Y Y 26/11/2019 Cavity

Cable @ 0.5Cavities join in pile, obstructed by debris at seabed.Bolt @ 0.7Light Depletion pitting

Part 2 16B-U 16B 16 B U 31/10/19 GH AG 0.8 2.3 3.1 410 420 0.30 390 410 2.3 400 440 2.9 410 440 400 400 400 440 360 380 350 360 350 360 5.6 5.6 Knot 200 60 2.8 3.1 M M L L L L 100 F N Y Y 26/11/2019BEAM @ 1.6Beams (2) @ 0.3

Part 2 16B-W 16B 16 B W 31/10/19 GH AG 0.8 2.3 3.1 520 520 0.30 480 490 2.3 470 510 2.9 520 530 470 510 470 510 370 440 370 430 400 500 5.8 5.8 Crack 20 top 0.3 L L L L L M 100 F N Y Y 26/11/2019

Part 2 16B-X 16B 16 B X 31/10/19 GH AG 0.8 2.3 3.1 460 520 0.30 390 430 2.3 410 420 2.9 450 500 400 440 410 420 380 410 370 390 390 420 5.9 5.9 Split 10 top 0.6 L L L L L M 100 F N Y Y 26/11/2019 Pipe rack @ 1.8

Part 2 17B-AA 17B 17 B AA 31/10/19 GH AG 0.9 2.2 3.1 440 530 0.3 420 420 2.3 420 430 2.9 460 530 490 530 420 430 370 390 360 390 350 380 370 390 6.6 6.6 L M L L L M 100 F N Y Y 26/11/2019

Part 2 17B-AC1 17B 17 B AC1 31/10/19 GH AG 0.9 2.2 3.1 560 580 1.20 520 520 2.3 510 520 2.9 560 580 510 520 510 510 480 480 480 490 500 500 6.8 6.8 Crack 10 200 1.2 2.3 Knot 200 70 5.1 5.3Cavity at

knot 50 50 5.1 5.3 Cavity 80 80 6.5 6.6 L L L L M M 100 P N Y Y Y 26/11/2019 Cavities. Fair to poor

Part 2 17B-W 17B 17 B W 31/10/19 GH AG 0.8 2.3 3.1 500 600 0.30 480 540 2.3 500 520 2.9 540 570 540 560 500 520 460 480 460 460 430 450 5.9 5.9 Knot 150 60 4.3 4.5 Cavity in Knot 40 100 4.35 4.4 M M M L L M 100 F N Y Y 26/11/2019 Multiple small holes in timber across pile underwater.

Part 2 19B-AC2 19B 19 B AC2 31/10/19 GH AG 0.6 2.5 3.1 500 510 1.30 440 460 2.3 470 470 2.9 500 530 470 470 430 440 400 410 380 380 380 390 380 390 7.1 7.1 Crack 10 100 1.3 2.1 Crack 15 200 1.3 2 Knot 150 50 5 5.1Cavity in

knot 50 100 5 5.05 Knot 200 70 5.4 5.9Cavity in

knot 100 150 5.45 5.6 L L L L L M 100 P N Y Y Y 26/11/2019 Cavity in knots Multiple small holes in timber across entire pile.

Part 2 19B-AD 19B 19 B AD 7/11/19 GH AS 1.1 2.0 3.1 420 470 0.30 380 410 2.3 410 410 2.9 420 450 440 450 410 410 360 400 350 380 360 370 350 360 350 360 7.4 7.5 Crack 5 100 0.3 1.5 Crack 5 100 0.3 1.5 Split 30 0.3 1.5Metal

attached 10 6.8 SB Rot 100 TOP 1.5 L L L L L M 100 F N Y Y 26/11/2019Bolt @ 1.3Bolt Hole @ 2.0Multiple small holes in timber across entire pile.

Part 2 19B-AE 19B 19 B AE 7/11/19 GH AS 1.1 2.0 3.1 490 530 0.3 460 480 2.3 420 450 2.9 500 600 490 550 420 450 390 420 390 410 370 400 380 400 420 440 420 440 8.0 8.4 Crack 5 100 0.3 2.0 L L L L L M 100 F N Y Y 26/11/2019 Multiple small holes in timber across entire pile.

Part 2 19B-AG1 19B 19 B AG1 7/11/19 GH AS 1.1 2.0 3.1 500 550 0.45 490 490 2.3 470 490 2.9 500 600 530 550 470 490 440 450 410 430 420 420 410 420 400 420 380 380 380 390 9.8 10.2 Split 50 0.5 2.0 Split 40 0.45 2 Crack 5 100 0.45 2 Crack 5 100 0.45 2 Cavity 50 100 3.1 3.2 Nil L L L L M 100 P N Y Y 26/11/2019 Fair to poor. Cavity

Tie Beams @ 1.0 (Holding pipe)Bullet Brackets @ 0.45BoltMultiple small holes in timber across entire pile.

Part 2 19B-U 19B 19 B U 31/10/19 GH AG 0.6 2.5 3.1 480 530 0.30 460 520 2.3 500 520 2.9 520 550 480 530 500 520 500 500 470 480 470 490 5.9 5.9 Crack 10 250 0.3 0.9 Crack 15 200 0.3 2.2 Crack 15 350 0.3 2 Cavity 50 200 2.8 2.85 L L L L L L 100 F N Y Y 26/11/2019Beams (2) @ 0.7-1.0Beam @ 2.4-2.6

Part 2 19B-Z 19B 19 B Z 31/10/19 GH AG 0.6 2.5 3.1 590 590 0.3 460 590 2.3 510 520 2.9 580 590 550 560 500 500 490 500 450 480 480 480 460 470 6.4 6.4 Split 30 300 0.3 2.6 Split 20 350 0.3 2.4 Crack 15 150 0.3 1.2 Crack 40 100 3.3 SB Nil L L L L L 100 P N Y Y Y 26/11/2019 large below water split Multiple small holes in timber across entire pile.

Part 2 20B-AD 20B 20 B AD 7/11/19 GH AS 1.1 2.0 3.1 490 540 0.30 430 440 2.3 420 430 2.9 490 530 480 520 420 430 400 420 390 400 390 390 390 400 370 410 7.3 7.5 Split 20 0.3 2.0 Crack 20 300 0.3 2 L L L L L M 100 F N Y Y 26/11/2019Bolt Hole @ 2.1Multiple small holes in timber across pile underwater.

Part 2 20B-AF 20B 20 B AF 7/11/19 GH SM 1.1 2.0 3.1 490 530 0.45 470 500 2.3 440 470 2.9 490 500 490 500 460 500 420 450 430 430 410 420 410 420 400 410 410 470 390 430 9.4 9.8 Crack 5 100 0.5 2.0 crack 20 100 0.45 2 Split 50 0.45 2.4 Cavity Knot L L L M L L 100 F N Y Y 26/11/2019 Split into TZ. Fair to poor.Tie beam @ 1.0 (holding pipe)Bolt @ 1.0Multiple small holes in timber across pile underwater.

Part 2 20B-U 20B 20 B U 30/10/19 GH BM 0.5 2.6 3.1 480 510 0.30 420 450 2.3 440 460 2.9 460 500 420 450 440 460 420 430 420 450 370 440 370 440 6.0 6.0 Crack 10 150 0.3 2.1 Crack 10 150 0.3 1 L L L L M L 100 F N Y Y 26/11/2019Depletion pits across pile underwater.Beams (2) @0.7 - 1.0.Beams (1) (300x150) .

Part 2 20B-Y 20B 20 B Y 30/10/19 GH BM 0.5 2.6 3.1 440 490 0.30 370 410 2.3 420 420 2.9 440 480 450 450 420 420 420 430 390 410 390 420 420 430 6.2 6.2 Split 20 0.3 1.0 L L L L M L 100 F N Y Y 26/11/2019Depletion pits across pile underwater.Multiple small holes in timber underwater.Pipes @1.7.

Part 2 21B-AE 21B 21 B AE 7/11/19 GH AS 1.1 2.0 3.1 490 530 0.30 440 500 2.3 450 490 2.9 480 530 470 530 450 490 400 430 380 400 380 400 360 380 370 390 390 400 8.2 8.5 Crack 20 150 0.3 1.5 crack 5 100 0.3 2 Crack 30 200 0.3 2 Split 30 0.3 2 Nil L L L L M 100 F N Y Y 26/11/2019Electrical CablesMultiple small holes in timber across pile underwater.

Part 2 21B-Y 21B 21 B Y 30/10/19 GH BM 0.6 2.5 3.1 500 510 0.30 440 440 2.3 420 440 2.9 500 510 480 500 410 440 400 430 390 410 380 410 390 430 6.2 6.2 Crack 10 200 0.3 1.0 L L M L L L 100 F N Y Y 26/11/2019Depletion pits across entire pile.Beams (2) @1.6-1.8.

Part 2 22B-AA 22B 22 B AA 30/10/19 GH BM 0.7 2.4 3.1 500 520 0.30 470 520 2.3 440 520 2.9 510 550 520 540 430 530 420 510 400 410 390 400 390 420 6.6 6.6 Crack 10 50 0.3 0.7 Hollow 150 150 2.6 2.9 L L L M H M 100 P N Y Y 26/11/2019 HollowingDepletion pits across pile underwater.Power conduit @1.0.

Part 2 22B-AC2 22B 22 B AC2 30/10/19 GH JC 0.3 2.8 3.1 560 580 1.20 520 510 2.3 520 530 2.9 520 540 520 530 490 510 460 470 450 470 440 470 450 480 7.1 7.3 Crack 25 150 1.2 2.2 Crack 15 250 1.2 2.2 L M L L L L 100 F N Y Y 26/11/2019 Moderate Marine Borer activity @MW. Timber cable tray @1.2.

Part 2 22B-U 22B 22 B U 30/10/19 GH BM 0.7 2.4 3.1 440 490 0.30 390 440 2.3 2.9 470 490 470 490 370 390 360 380 350 370 340 360 340 360 6.0 6.0 Crack 10 200 0.9 1.5 Knot L L L M L M 100 F N Y Y Y 26/11/2019

Multiple small holes in timber across entire pile.Beams (2) @0.6-0.9.Power conduit @1.0.Beam @2.4-2.6.

Part 2 23B-AG1 23B 23 B AG1 7/11/19 GH BM 1.1 2.0 3.1 500 520 0.45 520 550 2.3 520 530 2.9 520 530 530 550 520 530 500 520 470 490 480 480 500 520 450 480 410 440 400 430 520 400 430 10.2 10.6 Crack 20 200 0.5 2.0 Knot M M L L L M 100 F N Y Y 26/11/2019 Moderate borer near low water Bolt @ 0.4

Part 2 24B-AC1 24B 24 B AC1 30/10/19 GH JC 0.5 2.6 3.1 470 470 0.30 420 420 2.3 410 430 2.9 470 470 460 470 420 440 400 430 320 420 370 410 370 400 360 400 7.1 7.1 Crack 10 100 top 2.3 Split 20 top 2.2 L L L L L M 100 F N Y Y 26/11/2019Bolt @2.0.Multiple small holes in timber across pile underwater.

Part 2 24B-AD 24B 24 B AD 7/11/19 GH BM 0.7 2.4 3.1 530 530 0.30 430 440 2.3 420 420 2.9 490 500 460 490 420 420 390 390 350 390 350 360 320 340 330 330 7.6 7.8 Crack 20 200 0.3 1.5 Nil L L L M M 100 F N Y Y 26/11/2019 Moderate depletion at seabed

Part 2 24B-AE 24B 24 B AE 7/11/19 GH BM 0.7 2.4 3.1 530 600 0.30 420 560 2.3 420 500 2.9 530 590 480 590 420 500 440 490 440 490 420 450 410 450 420 430 410 430 8.2 8.5 Split 30 0.3 1.7 Nil L L L L M 100 F N Y Y 26/11/2019Cables @ 0.8-0.6Rot @ 0.3 - 0.85Multiple small holes in timber across pile underwater.

Part 2 24B-U 24B 24 B U 30/10/19 GH AG 0.5 2.6 3.1 410 440 0.30 380 390 2.3 370 380 2.9 420 420 390 410 370 390 380 390 380 390 380 390 380 390 6.1 6.1 Crack 20 200 top 2.2 L M L L M L 100 F N Y Y 26/11/2019Multiple small holes in timber across pile underwater.Beams (2) @Soffit.Beam @2.6.

Part 2 26B-AD 26B 26 B AD 8/11/19 GH SM 1.2 1.9 3.1 470 550 0.30 400 470 2.3 410 460 2.9 450 530 440 510 410 460 390 440 440 450 380 420 380 390 370 400 7.7 7.8 Split 20 0.3 2.2 Knot Nil L L L L M 100 F N Y Y 26/11/2019Timber cable brace @ 1.3Conduit @ 0.4

Part 2 26B-AF 26B 26 B AF 8/11/19 GH SM 1.2 1.9 3.1 560 570 0.40 520 540 2.3 510 520 2.9 550 560 550 550 510 520 470 520 470 470 430 460 430 450 410 430 400 440 410 450 9.4 9.8 Crack 10 150 0.3 2.1 Crack 10 150 0.3 2.2 Crack 10 100 0.3 1.7 M M M L L M 100 F N Y Y 26/11/2019 Multiple small holes in timber across pile underwater.

Max

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Type

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12m fromSoffit


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MinimumDiameter

Mid

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Max

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Max

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h(m

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Type

Max

wid

th(m

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Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit

4m fromSoffit

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Mid

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Dept

h(m

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Type

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th(m

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2m fromSoffit

3m fromSoffit

4m fromSoffit

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mm

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Severe


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Thick

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Gene

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Fair

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6m fromSoffit

7m fromSoffit


High Water(RL+0.8m)

Part 2 27B-U 27B 27 B U 29/10/19 GH BM 0.5 2.6 3.1 460 520 0.30 480 500 2.3 440 510 2.9 470 540 480 520 460 520 410 480 390 450 390 440 390 440 6.0 6.0 Split 20 top 2.4 L M L L L M 100 F N Y Y 26/11/2019Beams (2) @0.5-2.6.Large Nails (2) @2.0.

Part 2 29B-AC2 29B 29 B AC2 29/10/19 GH AS 0.9 2.2 3.1 550 590 1.20 550 550 2.3 530 550 2.9 580 600 530 550 490 500 460 470 480 480 470 470 460 470 7.2 7.5 Crack 20 250 1.2 2.0 Cavity 40 100 2.75 2.85 L M L L L L 100 F N Y Y 26/11/2019 narrow cavity below water. Multiple small holes in timber across entire pile.

Part 2 29B-AD 29B 29 B AD 11/11/19 GH AS 1.3 1.8 3.1 540 550 0.30 490 500 2.3 470 480 2.9 540 560 530 550 470 480 450 450 440 440 430 440 420 420 410 420 7.7 8.0 Crack 10 100 0.3 1.2 Rot (light) 150 0.3 1.8 L M L L L M 100 F N Y Y 26/11/2019Conduit @ 0.4Multiple small holes in timber across pile underwater.

Part 2 29B-AF 29B 29 B AF 8/11/19 GH AS 1.3 1.8 3.1 530 540 0.40 470 510 2.3 450 470 2.9 530 540 530 540 450 470 430 470 420 450 410 430 410 420 400 410 380 400 350 400 9.3 9.7 Crack 20 130 0.4 1.6 Crack 20 150 0.4 1.9 Rot 150 0.4 1.4 L L L L L M 100 F N Y Y 26/11/2019 Tapering depletion to seabedTimber beam @ 1.0Conduit @ 0.5Multiple small holes in timber across pile underwater.

Part 2 29B-Y 29B 29 B Y 29/10/19 GH AS 0.9 2.2 3.1 510 510 0.30 400 420 2.3 410 420 2.9 510 540 490 500 410 420 400 400 380 390 380 390 380 390 6.3 6.3 Split 20 0.3 1.7 Crack 15 200 0.3 1.3 Split 20 0.3 1.7 M L L L L M 100 F N Y Y 26/11/2019Multiple small holes in timber across entire pile.Tie Beam @1.3-1.45 (Holds pipe work).

Part 2 30B-AE 30B 30 B AE 11/11/19 GH AS 1.3 1.8 3.1 540 550 0.30 480 480 2.3 460 460 2.9 540 550 540 540 460 460 440 450 430 440 420 420 410 410 410 420 410 410 8.3 8.6 Crack 15 120 0.3 1.6 Rot 150 0.3 1.6 L L L M L L 100 F N Y Y 26/11/2019Conduit @ 0.6 - 0.7Multiple small holes in timber across pile underwater.

Part 2 30B-AG1 30B 30 B AG1 11/11/19 GH AS 1.3 1.8 3.1 530 530 0.5 490 500 2.3 470 500 2.9 480 530 530 540 470 500 450 460 430 450 430 450 420 420 410 430 400 420 380 390 400 400 10.1 10.4 Crack 20 200 0.5 2.1 Crack 15 180 0.5 2.1 Crack 10 150 0.5 1.2 Rod (mod) TOP 1 L L L L L M 100 F N Y Y 26/11/2019

Rotting near soffit.Steel Bracing to sofit @ 1.4Timber Beam @ 1.0Multiple small holes in timber across pile underwater.

Part 2 31B-AE 31B 31 B AE 11/11/19 GH AS 1.3 1.8 3.1 470 470 0.30 460 470 2.3 400 410 2.9 460 470 420 490 400 410 410 420 380 410 380 390 370 370 370 390 360 380 8.4 8.6 Split 15 0.3 1.9 L L L L M L 100 F N Y Y 26/11/2019Cables @ 0.6 & 0.8Multiple small holes in timber across pile underwater.

Part 2 31B-U 31B 31 B U 28/10/19 GH BM 0.8 2.3 3.1 470 470 0.30 410 410 2.3 410 430 2.9 460 470 460 460 410 430 420 430 360 390 360 400 5.9 5.9 Split 15 300 0.3 1.7 Crack Knot L L L L M L 100 F N Y Y 26/11/2019Bolt @1.6.Bracing @0.6 - 0.9.Beam @2.5 - 2.8.

Part 1 32B-AC2 32B 32 B AC2 28/10/19 GH BM 0.6 2.5 3.1 500 560 1.20 470 480 2.3 450 470 2.9 500 560 430 480 420 430 410 420 390 390 370 410 380 410 7.3 7.4 Crack 20 100 1.2 1.7 Cavity in Knot 120 40 5 5.2 L L M L L M 100 F N Y Y 26/11/2019Depletion pits across pile underwater.Pipes @0.8.

Part 1 35B-AC1 35B 35 B AC1 28/10/19 GH DG 0.4 2.7 3.1 560 570 1.20 450 510 2.3 470 480 2.9 550 550 440 490 430 450 420 430 410 430 390 420 400 410 7.3 7.4 Crack 10 100 1.2 2.0 Crack 5 200 1.2 2.1 L L L L L M 100 F N Y Y 26/11/2019 Multiple small holes in timber across pile underwater.

Part 1 35B-AF 35B 35 B AF 12/11/19 GH AS 1.2 1.9 3.1 510 610 0.50 500 500 2.3 470 480 2.9 500 600 490 540 470 480 440 440 420 430 420 420 400 410 400 400 390 450 390 390 9.4 9.7 Crack 5 300 0.5 1.1 L M L L L M 100 F N Y Y 26/11/2019Cable Holder @ 0.6Multiple small holes in timber across pile underwater.

Part 1 36B-AE 36B 36 B AE 12/11/19 GH AS 1.2 1.9 3.1 540 560 0.30 460 490 2.3 450 470 2.9 510 540 510 530 450 470 430 450 430 430 420 420 400 410 390 400 390 400 8.6 8.8 Split 25 0.3 1.3 L L L L L M 100 F N Y Y 26/11/2019Cables (2) @ 0.6 , 0.8Pipes @ 0.5Multiple small holes in timber across pile underwater.

Part 1 36B-AF 36B 36 B AF 12/11/19 GH AS 1.2 1.9 3.1 500 570 0.50 460 490 2.3 470 500 2.9 510 550 540 590 470 500 450 460 440 450 410 430 410 420 410 420 390 410 400 410 9.5 9.8 Crack 10 200 0.5 2 L L L L L M 100 F N Y Y 26/11/2019Rotting at soffit.Multiple small holes in timber across pile underwater.

Part 1 36B-AG1 36B 36 B AG1 12/11/19 GH AS 1.2 1.9 3.1 570 600 0.50 480 520 2.3 490 500 2.9 520 580 540 540 490 500 460 490 450 460 440 450 430 440 410 420 420 430 390 410 390 410 10.1 10.4 Split 25 0.5 1.8 Split 20 0.5 1.8 M M M L L M 100 F N Y Y 26/11/2019Bolt @ 0.8Multiple small holes in timber across pile underwater.

Part 1 37B-AC1 37B 37 B AC1 25/10/19 GH SM 0.4 2.4 2.8 540 550 1.20 540 560 2.0 480 490 2.6 540 560 450 460 420 430 390 410 380 390 380 390 390 390 7.3 7.3 Crack 10 50 1.2 2.2 Crack 150 80 1.2 1.5 L L L L L M 100 F N Y Y 26/11/2019 Multiple small holes in timber underwater.

Part 1 37B-AF 37B 37 B AF 12/11/19 GH AS 1.3 1.8 3.1 530 550 0.50 440 460 2.3 450 450 2.9 520 540 460 510 450 450 430 440 420 430 400 410 390 390 380 400 370 380 390 420 9.6 9.7 Split 20 0.5 2 L L L L L M 100 F N Y Y 26/11/2019 Cable sleeves (2) @ 0.5 , 0.7

Part 1 37B-AG1 37B 37 B AG1 12/11/19 GH AS 1.3 1.8 3.1 500 540 0.50 460 570 2.3 450 460 2.9 470 520 480 510 450 460 440 450 430 430 400 400 390 400 410 410 400 400 370 370 370 380 10.5 10.4 Split 20 0.5 2 Knot 200 60 9.65 9.9 L L L M M M 100 F N Y Y 26/11/2019Bolt @ 0.8Pipe @ 0.55Multiple small holes in timber across pile underwater.

Part 1 37B-V 37B 37 B V 25/10/19 GH SM 0.5 2.3 2.8 480 520 0.30 440 440 2.0 410 420 2.6 470 530 440 440 420 430 400 410 380 390 390 400 390 400 6.0 6.0 Crack 10 150 0.3 1.7 Crack 20 50 2 2.4 L M M L M M 100 F N Y Y 26/11/2019Multiple small holes in timber across pile underwater.Bracing @ 0.3-0.6 running V-U-T2

Part 1 39B-AB 39B 39 B AB 25/10/19 GH BM 0.3 2.5 2.8 550 560 0.30 520 530 2.0 470 490 2.6 540 540 520 530 460 470 430 440 410 420 400 410 390 410 390 410 7.0 7.0 Split 10 300 0.3 2.0 Split 10 320 300 2 L M M L L M 100 F N Y Y 26/11/2019Bolt, Hot water Hose, Split NW-SE-NEMultiple small holes in timber across pile underwater.

Part 1 39B-AE 39B 39 B AE 12/11/19 GH AS 1.3 1.8 3.1 580 700 0.30 550 570 2.3 520 570 2.9 580 700 550 720 520 570 510 550 510 570 510 560 490 550 500 530 480 490 8.5 8.8 Crack 5 100 0.8 1.1 Split 20 0.8 1.4 Cavity 130 110 8.3 8.5 L L L L L M 100 P Y Y 26/11/2019 Cavity near seabed.Cables (2) @ 0.6 , 0.8Pipe @ 0.5

Part 1 39B-X 39B 39 B X 25/10/19 GH BM 0.3 2.5 2.8 500 530 0.30 460 510 2.0 450 480 2.6 490 530 460 510 460 490 450 460 420 450 410 440 390 440 6.3 6.3 Crack 20 200 0.3 1.5 L L L L M L 100 F N Y Y 26/11/2019

Bolts x 1 - 300:LT-Beams: Soffit 1m x 150x100, runs 39X -39YAC LinesCrack

Part 1 39B-Y 39B 39 B Y 25/10/19 GH BM 0.3 2.5 2.8 490 570 0.30 530 540 2.0 450 520 2.6 510 570 530 540 410 480 390 440 420 350 360 410 350 410 6.4 6.4 Split 20 0.3 2.0 M L L L L M 100 F N Y Y 26/11/2019

Bolts x 2 - 300LBeams 1 - 1m from Soffit 150x100 runs 39Y - 40YBeams 2 x2 - 1m from 150x100 runs 39Y to 39X (Holds Pipework)

Part 1 42B-AA 42B 42 B AA 23.10.19 GH DG 0.6 2.5 3.1 500 540 0.50 470 520 2.0 460 460 2.6 500 530 470 520 430 460 390 440 390 420 390 430 380 410 380 410 7.0 7.0 Crack 0.5 1.6 Depletion 3.6 6.0 L L L M L L 100 F N Y Y 26/11/2019Depletion pits across entire pile.Multiple small holes in timber underwater.2x Beams @1.0.

Part 1 42B-AD 42B 42 B AD 12/11/19 MF GH 0.7 2.4 3.1 520 610 0.30 500 510 2.3 510 530 2.9 520 550 520 540 510 530 430 450 430 520 420 530 410 500 370 460 7.9 8.1 Crack 30 250 TOP 1.8 M M M L L M 100 F N Y Y 26/11/2019Platform @ 2.0Hand Rail @ 1.0Multiple small holes in timber across pile underwater.

Part 1 42B-AE 42B 42 B AE 12/11/19 MF GH 0.7 2.4 3.1 510 560 0.30 460 480 2.3 510 520 2.9 520 550 500 550 510 520 480 500 440 450 410 420 400 440 410 430 420 430 8.6 8.8 Crack 30 250 top 1.8 Crack 30 250 TOP 1.2 Rot 150 20 0.3 1Cavity at

Knot 100 20 L L L L L M 100 F N Y Y 26/11/2019Platform @ 2.0Hand Rail @ 1.0Multiple small holes in timber across pile underwater.

Part 1 43B-AE 43B 43 B AE 12/11/19 MF GH 0.7 2.4 3.1 580 600 0.30 500 530 2.3 520 530 2.9 560 570 540 560 520 530 490 500 460 460 460 460 450 450 410 490 420 450 8.7 8.9 Crack 20 250 top 2.4 Split 20 TOP 2 L L L L L M 100 F N Y Y 26/11/2019 Split into TZPlatform @ 2.0Hand Rail @ 1.0

Part 1 45B-AC1 45B 45 B AC1 24.10.19 GH CH 0.3 2.8 3.1 420 600 1.00 420 510 2.0 410 480 2.6 420 600 420 510 420 460 440 470 450 450 400 440 400 450 420 450 7.4 7.5 Split 10 100 0.0 0.4 L L L L L M 100 F N Y Y 26/11/2019 Bolts @1.5 and 2.0.

Part 1 46B-AB 46B 46 B AB 24.10.19 GH CH 0.4 2.7 3.1 540 610 0.30 510 620 2.0 430 530 2.6 520 610 510 620 470 550 440 470 410 480 400 460 440 500 400 480 6.2 6.3 Split 10 120 0.3 0.7 L L L L L M 100 F N Y Y 26/11/2019Depletion pits across pile underwater.Nail @2.0.

Part 1 48B-AC1 48B 48 B AC1 23.10.19 GH JC 0.6 2.5 3.1 420 530 1.0 470 520 2.0 410 470 2.6 420 530 470 520 410 430 400 410 370 390 380 380 360 360 380 390 7.5 7.5 Cracks 10 70 0.2 0.3 L M L M L L 100 F N Y Y 26/11/2019 Nails @2.0 and 2.2.

Part 1 48B-AE 48B 48 B AE 12/11/19 KM BM NA NA 3.1 520 540 0.30 430 470 2.3 420 470 2.9 530 560 500 510 420 470 410 440 400 420 380 420 390 400 410 420 410 450 8.7 8.9 Crack 5 150 0.3 0.9 Crack 5 160 0.3 1 M M L L L M 100 F N Y Y 26/11/2019 Cable @ 0.6

Part 1 48B-AF 48B 48 B AF 12/11/19 KM BM NA NA 3.1 600 640 0.50 530 560 2.3 510 520 2.9 560 620 550 600 510 520 480 520 460 470 470 470 460 460 440 440 460 460 440 450 9.5 9.8 Split 25 0.5 2 Rot 300 100 0.5 1.5 Knot L L L L L M 100 P N Y Y 26/11/2019Drill testing at top to confirm extent of rot.Fair to poor. Multiple small holes in timber across pile underwater.

Part 1 49B-AD 49B 49 B AD 12/11/19 KM BM NA NA 3.1 570 610 0.30 480 580 2.3 500 550 2.9 550 560 480 580 500 550 470 530 440 490 410 480 410 460 SB SB 400 450 8.0 8.3 Crack 20 350 0 1.8 Crack 15 150 0 1.5 Crack 5 150 0.6 1.3 L L L L L M 100 F N Y Y 26/11/2019 Bolt @ 0.8

Part 1 49B-AE 49B 49 B AE 12/11/19 KM BM NA NA 3.1 520 550 0.30 450 450 2.3 440 450 2.9 510 540 450 450 440 450 410 440 440 500 380 410 380 400 370 380 380 390 8.8 9.0 Crack 40 250 0 2.3 Crack 10 200 0 2 Crack 10 150 0 1.7 L L L L L M 100 F N Y Y 26/11/2019 Conduit @ 0.5

Part 1 49B-AF 49B 49 B AF 12/11/19 KM BM NA NA 3.1 600 650 0.50 510 520 2.3 480 500 2.9 580 620 510 520 480 500 460 480 460 460 440 450 430 440 400 420 390 400 380 400 9.5 9.8 Crack 30 250 0.5 2 Crack 10 100 0 1.7 L L L L L M 100 F N Y Y 26/11/2019Beam @ 1.0 , 1.2Bolt @ 1.5

Part 1 49B-AG1 49B 49 B AG1 12/11/19 KM BM NA NA 3.1 460 480 0.50 390 410 2.3 2.9 450 460 450 480 390 410 390 410 370 400 350 370 340 360 340 360 330 380 SB SB 330 340 10.1 10.5 Split 5 0.5 1.5 L L L L M M 100 F N Y Y 26/11/2019 Pile tapering from depletionBolts @ 0.9 , 1.1 , 1.2Tie Beam @ 1.0

Part 1 62B-AB 62B 62 B AB 30.09.19 MW GH 0.3 2.6 2.9 520 540 0.40 480 520 2.0 440 460 2.6 480 500 480 520 440 460 430 450 410 440 380 420 380 380 370 400 7.5 7.5 Crack 15 250 0.3 1.5 Crack 15 180 0.3 1.0 L H L L L L 100 P N Y Y 26/11/2019 Moderate to heavy borer.Brace to 62B-AA @1.0. Brace to 62B-AC1 @1.5 to 1.8.Platform @1.9 to 2.1.Bolts @2.0 and 2.1.

Part 2 9B-AD 9B 9 B AD 8/11/19 GH AS 1.4 1.7 3.1 470 510 0.30 480 480 2.3 450 460 2.9 520 470 520 450 460 410 420 360 370 4.7 5.0 Split 15 3 2 L L L L L M 100 F N Y Y 26/11/2019Tie Beams (3) @ 0.5, 1.1 and 0.7-1.2Pipes (2) @ 0.5, 0.6

Part 2 9B-AE 9B 9 B AE 8/11/19 GH AS 1.4 1.7 3.1 510 510 0.30 430 430 2.3 420 420 2.9 470 510 470 490 420 420 390 390 370 380 360 380 370 380 6.1 6.1 Split 20 0.3 1.1 Crack 10 200 0.3 1.4 L L L M L M 100 F N Y Y 26/11/2019

Pipes (3) @ 0.5, 0.6, 0.6.Tie Beams (1) @ 0.7Blocks (1) @ 1.0. Cable (1) @ 0.65Bolt (1) @ 0.8Multiple small holes in timber across pile underwater.

Part 2 9B-AF 9B 9 B AF 8/11/19 GH AS 0.5 2.6 3.1 490 0.50 440 440 2.3 410 410 2.9 490 500 420 430 410 410 380 390 350 380 360 380 350 360 330 350 7.6 8.0 Cavity 50 150 2 2.06 Cavity 50 150 2 2.06 Crack 30 200 0.5 1.3 L L L L L M 100 P N Y Y 26/11/2019 Fair to poor

Tie Beams (2) @ 1.0 & 0.8Pipes (2) @ 0.6 & 0.7Timber Blade @ 0.8 - 1.4Light Depletion Pitting


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Part 2 11B-AF 11B 11 B AF 6/11/19 GH AS 1.0 2.1 3.1 520 610 0.45 550 560 2.3 540 550 2.9 540 600 520 540 540 550 510 520 500 510 460 480 500 510 480 490 480 480 8.4 8.7 Crack 30 300 0.5 1.2 Rot TOP 0.5 Cracks 10 100 0.45 1.8Cavity /

Knot 70 40 5.2 5.3Cavity /

Knot 100 70 7.1 7.3 Cavity 100 100 7.7 7.9 L L L M L M 100 P N Y Y 27/11/2019 Cavity.Multiple Cracks, Cavities & Knots.Multiple small holes in timber across pile underwater.

Part 2 14B-AB 14B 14 B AB 31/10/19 GH AS 0.9 2.2 3.1 500 520 0.30 460 490 2.3 490 490 2.9 510 540 500 540 490 490 480 490 450 460 420 430 420 430 6.3 6.3 Split 30 top 2.3 Crack 20 150 top 2.0 Knot 100 30 4.05 4.1Cavity in

knot 50 60 4.05 4.1 Nil M L L L L 100 F N Y Y 27/11/2019Beam @ 1.3Large Bolt @ 1.3Multiple small holes in timber across pile underwater.

Part 2 14B-AD 14B 14 B AD 6/11/19 GH AS 1.0 1.1 D 480 510 0.30 430 450 2.3 420 430 2.9 490 520 460 490 420 430 410 410 400 410 380 390 380 380 6.8 7.0 Split 40 0.3 1.5 Split 0.6 2 Knot 150 50 5.7 5.8Cavity in

knot 100 70 5.7 5.77 L H L L M L 100 P N Y Y 27/11/2019 Moderate to heavy borerMultiple small holes in timber across pile underwater.Small bits of timber @ 1.5, 1.2 , 0.5

Part 2 16B-AB 16B 16 B AB 31/10/19 GH 0.6 2.5 3.1 410 450 0.30 340 380 2.3 350 380 2.9 410 460 350 390 350 380 340 350 300 300 310 310 290 310 6.5 6.5 Split 30 1.0 2.3 Cavity 60 200 2.3 2.36 Knot 150 130 4.9 5.0Cavity (in

Knot) 100 130 4.9 5.0 L L L L L M 100 P N Y Y 27/11/2019 Narrowing diameter at SB. Cavities Light depletion pitting

Part 2 16B-Z 16B 16 B Z 31/10/19 GH AG 0.6 2.5 3.1 450 530 0.30 410 440 2.3 490 510 2.9 480 500 420 440 490 510 440 450 410 420 420 420 5.9 5.9 Crack 20 150 top 0.5 Split 20 top 0.8 Knot 3.3 3.7Cavity in

Knot 50 100 3.4 3.6 Cavity 150 200 3.7 3.8 L M L L M L 100 P N Y Y 27/11/2019 Cavity and moderate borer

Part 2 17B-AE 17B 17 B AE 7/11/19 GH SM 1.0 2.1 3.1 540 600 0.3 470 490 2.3 450 470 2.9 540 560 460 520 450 470 460 460 410 470 400 470 380 440 400 450 500 400 450 8.0 8.2 Crack 5 150 0.3 2.0 crack 20 250 0.3 2.3 Knot 100 50 3 3.1 L L L L L M 100 F N Y Y 27/11/2019

Part 2 17B-X 17B 17 B X 31/10/19 GH AG 0.9 2.2 3.1 470 500 0.30 400 450 2.3 450 480 2.9 470 510 450 480 450 480 430 460 400 440 420 480 5.9 5.9 Crack 10 200 0.3 1.8 Split 20 200 2 2.8 Crack 10 150 0.3 1.1 Cavity 100 100 2.3 2.5 Cavity 50 150 5.2 5.4Cavity /

Knot 200 150 4.2 4.4 L M M L L L 100 FAIL N Y Y 27/11/2019Cavities and expected hollowing.Split into tidal zone. Beams @1.8-2.0 (Holds pipes).

Part 2 19B-AB 19B 19 B AB 31/10/19 GH AG 0.6 2.5 3.1 590 600 0.30 540 540 2.3 530 530 2.9 570 570 560 560 530 530 510 520 490 490 470 490 470 490 6.8 6.8 Split 40 0.3 2.1 Crack 40 100 2 2.6 Crack 10 250 0.3 1.7 Cavity 50 100 2.2 2.25 Nil L L L L L 100 F N Y Y 27/11/2019 Multiple small holes in timber across entire pile.

Part 2 20B-AC2 20B 20 B AC2 30/10/19 GH BM 0.5 2.6 3.1 510 550 1.20 520 440 2.3 460 470 2.9 500 540 460 470 400 410 400 410 390 410 420 430 420 430 7.1 7.3 L H M L L M 100 P N Y Y 27/11/2019 Heavy borer Heavy Marine Borer activity.

Part 2 20B-V 20B 20 B V 30/10/19 GH BM 0.5 2.6 3.1 450 450 0.30 380 440 2.3 380 410 2.9 450 460 440 460 380 400 370 380 360 370 360 400 360 400 6.0 6.0 Split 30 0.3 2.3 Cavity at Knot 100 150 5.5 5.7 Crack L L L L L L 100 P N Y Y 27/11/2019 Fair to poor Beams (2) @0.3 (300x150).

Part 2 22B-AB 22B 22 B AB 30/10/19 GH JC 0.7 2.4 3.1 480 480 0.30 420 430 2.3 440 450 2.9 480 490 450 450 440 450 420 440 410 440 370 470 410 430 6.5 6.5 Cavity / Knot 50 50 4.9 5.1 Cavity 80 60 6 6.3 Cavity 100 100 4.5 4.7 L M L M L L 100 P N Y Y 27/11/2019 Multiple cavities and moderate borerDepletion pits across pile underwater.Power conduit @1.0.

Part 2 22B-AD 22B 22 B AD 7/11/19 GH AS 1.1 2.0 3.1 500 530 0.3 390 390 2.3 400 410 2.9 480 500 460 480 400 410 410 430 360 390 370 420 350 370 380 390 7.6 7.8 Crack 20 100 0.3 1.0 Split 30 0.3 2 Cavity 100 10 3.6 3.9 Cavity 50 100 4 4.3 L L L L M M 100 P N Y Y 27/11/2019 Cavity and depletion.

BEAM @1.2PVC pipeMultiple small holes in timber across pile underwater.4 x Cavities joining, largest 45mm

Part 2 22B-Y 22B 22 B Y 30/10/19 GH BM 0.7 2.4 3.1 560 560 0.30 510 540 2.3 420 480 2.9 560 580 530 550 430 480 410 430 400 480 390 590 410 420 6.2 6.2 Crack 10 200 0.3 2.0 Knot +200 +200 5.3 5.6 Cavity 100 200 5.3 5.5 L L L L L M 100 P N Y Y 27/11/2019 Cavity

Depletion pits across pile underwater.Multiple small holes in timber underwater.Power conduit @1.0.Beam @1.6-1.8.

Part 2 22B-Z 22B 22 B Z 30/10/19 GH BM 0.7 2.4 3.1 440 480 0.30 390 400 2.3 380 400 2.9 460 480 450 460 380 400 370 370 350 360 330 350 340 350 6.4 6.4 M L L L L M 100 F N Y Y Y 27/11/2019Large number of holes in timber across entire pile.Underwater split near the seabed.Power conduit @1.0.

Part 2 23B-AA 23B 23 B AA 30/10/19 GH JC 0.3 2.8 3.1 530 600 0.30 450 480 2.3 490 530 2.9 530 580 500 550 490 530 450 460 420 450 400 430 390 430 6.7 6.7 Split 15 0.3 1.2 L H M L L M 100 P N Y Y 27/11/2019 Heavy borer

Part 2 24B-AA 24B 24 B AA 30/10/19 GH JC 0.5 2.6 3.1 560 600 0.3 520 540 2.3 500 520 2.9 540 580 560 570 490 540 470 520 470 530 470 510 490 500 6.7 6.7 Crack 10 150 top 2.2 Split 20 top 1.0 Cavity 110 120 6.0 6.3 Nil L L L L L 100 P N Y Y 27/11/2019 Cavity

Part 2 24B-V 24B 24 B V 30/10/19 GH AG 0.5 2.6 3.1 480 500 0.30 420 440 2.3 440 460 2.9 480 480 440 450 420 440 420 440 410 420 410 420 410 440 410 440 6.1 6.1 Crack 5 100 top 1.2 M M L L L L 100 F N Y Y 27/11/2019Large number of small holes in timber across entire pile.Beams (2) @Soffit.

Part 2 24B-W 24B 24 B W 30/10/19 GH AG 0.5 2.6 3.1 540 560 0.30 500 540 2.3 510 540 2.9 560 560 490 530 490 540 460 510 500 500 490 490 490 490 6.2 6.2 Crack 40 150 top 0.4 Knot 150 100 4.6 4.75Cavity in

Knot 50 200 4.65 4.7 L H L L L L 100 P N Y Y 27/11/2019High Marine Borer activity.Cavity/ Knot present underwater.

Part 2 24B-Z 24B 24 B Z 30/10/19 GH JC 0.5 2.6 3.1 550 600 0.3 540 550 2.3 540 550 2.9 600 600 560 580 530 520 490 490 480 460 450 460 470 480 6.5 6.5 Crack 10 150 top 1.5 Crack 10 150 top 2.2 Nil H L L L M 100 P N Y Y 27/11/2019 Moderate to heavy borer low to mid-water

Part 2 25B-AC1 25B 25 B AC1 30/10/19 GH AG 0.8 2.3 3.1 410 480 1.30 410 430 2.3 420 440 2.9 450 460 410 420 380 400 390 390 370 370 370 370 370 370 7.0 7.0 Crack 15 40 1.3 1 Knot 100 50 3.8 3.9 Knot 100 60 4.9 5.0 Knot 100 70 5.4 5.7 L L L L L L 100 F N Y Y 27/11/2019 Depletion pits across pile underwater.

Part 2 25B-AD 25B 25 B AD 8/11/19 GH SM 1.2 1.8 3.0 530 530 0.30 460 470 2.3 450 460 2.9 510 510 490 500 450 460 440 450 430 440 430 440 410 430 410 470 7.7 7.9 Crack 10 150 0.3 2.0 Crack 20 150 0.3 2.1 Cavity 100 80 7.6 7.7 L L L L L L 100 P N Y Y Y 27/11/2019 Cavity at seabed Depletion pitting over pile

Part 2 25B-AF 25B 25 B AF 8/11/19 GH SM 1.2 1.8 3.0 540 580 0.40 520 530 2.3 500 520 2.9 550 550 520 540 500 520 490 490 440 490 430 470 410 440 420 430 410 420 420 430 9.4 9.7 Split 30 0.4 2.0 Cavity 110 100 8 8.2 Nil L L L H M 100 P N Y Y 27/11/2019 Cavity and depletion. Multiple small holes in timber across pile underwater.

Part 2 25B-AG1 25B 25 B AG1 8/11/19 GH SM 0.7 2.4 3.1 560 560 0.50 490 510 2.3 470 530 2.9 560 560 560 560 470 530 450 520 440 500 450 460 430 440 420 430 420 420 410 440 9.9 10.3 Crack 10 50 0.5 1.8 Crack 20 200 0.5 1.3 Nil L L L L M 100 F N Y Y 27/11/2019Bolt @ 0.6Multiple small holes in timber across pile underwater.

Part 2 25B-X 25B 25 B X 30/10/19 GH AG 0.3 2.8 3.1 540 560 0.30 490 490 2.3 500 510 2.9 520 540 500 520 500 550 520 570 470 500 500 510 500 520 6.2 6.2 Knot 250 50 3.9 4.2 Cavity in Knot 150 250 4 4.15 Knot 250 20 5.1 5.35Cavity in

Knot 150 200 5.15 5.3 Cavity 150 200 5.8 6.0 L H L L L L 100 P N Y Y 27/11/2019 CavitiesDepletion pits across pile underwater.Beams (2) @1.5-1.7.

Part 2 25B-Z 25B 25 B Z 30/10/19 GH AG 0.3 2.8 3.1 510 580 0.30 460 490 2.3 460 470 2.9 540 560 480 500 440 460 410 430 380 400 360 390 420 430 6.5 6.5 Crack 15 300 0.3 1.5 Crack 10 70 1.9 2.6 Crack 10 50 0.3 1.0 Crack 40 200 0.3 1.5 L L L L L M 100 F N Y Y 27/11/2019 Depletion pits across pile underwater.

Part 2 26B-AG1 26B 26 B AG1 8/11/19 GH SM 1.2 1.9 3.1 460 490 0.40 410 450 2.3 440 450 2.9 480 490 470 500 440 450 420 460 390 440 420 440 390 410 400 410 410 410 400 420 400 440 10.1 10.5 Split 10 0.4 2 Cavity 100 40 9.0 9.2 Cavity 150 250 8.6 8.7 Cavity 150 150 5.5 5.7 Crack 10 70 5.5 7.1 Nil L L L L L 100 P N Y Y 27/11/2019 Cavities. Splitting below water.

Steel Soffit Bracing @1.2Steel bar @ 0.6Cavity opens up inside to a Hollow.Light depletion pitting

Part 2 27B-AA 27B 27 B AA 29/10/19 GH BM 0.5 2.6 3.1 540 560 0.30 420 440 2.3 440 470 2.9 490 530 430 480 420 450 390 430 390 410 370 400 430 430 6.6 6.6 Crack L M M L L M 100 P N Y Y 27/11/2019 Moderate to heavy borer. Multiple small holes in timber across pile underwater.

Part 2 27B-AB 27B 27 B AB 29/10/19 GH BM 0.5 2.6 3.1 480 540 0.30 440 480 2.3 470 490 2.9 460 540 460 510 430 450 410 450 410 460 410 470 420 540 420 540 7.0 7.0 Cavity 100 150 6.8 7.0 L L L L L L 100 P N Y Y 27/11/2019 Cavity in knot near seabed. Large Nails (2) @2.0.

Part 2 27B-AC1 27B 27 B AC1 29/10/19 GH BM 0.5 2.6 3.1 460 560 1.3 410 490 2.3 420 520 2.9 460 560 410 520 420 490 420 480 460 470 400 450 390 410 7.1 7.1 Split 20 top 2.4 Knot L L L L M M 100 F N Y Y 27/11/2019

Part 2 27B-V 27B 27 B V 29/10/19 GH BM 0.5 2.6 3.1 440 520 0.3 430 480 2.3 430 470 2.9 480 520 460 510 450 450 400 440 390 420 380 420 Split 10 top 2.0 L L L L L M 100 F N Y Y 27/11/2019Multiple small holes in timber across pile underwater.Beams (2) @0.3.

Part 2 29B-AA 29B 29 B AA 29/10/19 GH AS 0.9 2.2 3.1 500 570 0.30 450 480 2.3 470 500 2.9 510 550 410 550 470 500 450 470 450 480 440 450 430 450 6.7 6.7 Crack 15 200 0.3 2.0 Cavity 100 150 6.25 6.35 L M L L M M 100 P N Y Y Y 27/11/2019 Cavity and moderate borer

Part 2 29B-AE 29B 29 B AE 11/11/19 GH AS 1.3 1.8 3.1 540 550 0.3 520 540 2.3 520 530 2.9 540 570 530 550 520 530 470 480 470 470 450 480 450 450 440 460 470 480 8.3 8.6 Crack 10 120 0.3 1.4 Knot 120 40 5.8 5.98 Cavity 200 150 8 8.2 L L L L L L 100 P N Y Y 27/11/2019 CavityConduit @ 0.6 & 0.7 & 0.4Multiple small holes in timber across entire pile.

Part 2 30B-AB 30B 30 B AB 29/10/19 GH AS 0.9 2.2 3.1 520 520 0.3 490 520 2.3 490 490 2.9 520 520 530 540 490 490 460 500 450 460 450 450 430 440 430 440 7.0 7.0 Crack 10 100 0.3 2.0 Crack 15 300 0.3 2.0 Hollow 150 300 3.7 4.0 L M L M M M 100 FAIL N Y Y 27/11/2019 HollowingMultiple small holes in timber across entire pile.Beam @ 1.3-1.6 .

Part 2 30B-V 30B 30 B V 29/10/19 GH AS 0.9 2.2 3.1 480 530 0.30 430 470 2.3 450 460 2.9 460 510 490 510 450 460 440 460 460 470 460 530 6.0 6.0 Crack 15 100 0.3 1.6 Crack 5 300 0.3 2 Cavity 200 200 5.7 5.9 L L L L L L 100 P N Y Y 27/11/2019 Cavity near seabed. Beam @0.3-0.6.

Part 1 37B-W 37B 37 B W 25/10/19 GH SM 0.5 2.3 2.8 580 600 0.30 580 600 2.0 470 550 2.6 560 600 510 580 470 520 470 520 480 490 490 490 490 490 6.2 6.2 Crack 10 200 0.3 1.0 Split 20 300 0.3 2.7 Crack 15 250 0.3 1.2 Split 25 250 2.1 3.2 Knot 50 50 5.3 Nil L L L L L 100 F N Y Y 27/11/2019 Multiple small holes in timber across pile underwater.AC Lines @0.3.

Part 1 37B-Y 37B 37 B Y 25/10/19 GH SM 0.4 2.4 2.8 520 530 0.30 490 540 2.0 460 470 2.6 520 530 490 540 450 560 440 450 410 410 410 410 420 430 6.4 6.4 Crack 5 150 0.3 1.3 Crack 10 300 0.3 2 Knot 60 50 4.4 4.5 M L L L L M L 100 F N Y Y 27/11/2019Muliple small holes in timber across pile underwater.Bracing/Pipe Rack runs Y-X @1.1-1.25.Bolt @1.9.

Part 1 40B-AE 40B 40 B AE 13/11/19 GH AS 0.5 2.6 3.1 600 600 0.30 490 490 2.3 480 510 2.9 550 560 500 510 480 510 470 490 480 500 470 480 470 500 450 460 450 470 8.6 8.8 Split 20 0.3 1.9 Crack 10 200 0.3 1.7 Crack 10 100 0.3 2 Cavity 70 80 6.9 7.1 Cavity 60 80 6.4 6.8 Cavity 100 100 6.9 7.1 NIL L L L L M 100 P N Y Y 27/11/2019 Multiple cavitiesCables (2) @ 0.6 , 0.8Multiple small holes in timber across pile underwater.

Part 1 40B-AF 40B 40 B AF 13/11/19 GH AS 0.7 2.4 3.1 540 550 0.50 460 490 2.3 450 460 2.9 470 540 500 530 450 460 420 420 400 410 390 400 380 390 380 390 360 370 380 400 9.5 9.8 Split 20 0.5 2 Crack L L L L L M 100 F N Y Y 27/11/2019Tie Beam @ 1.0Bolt @ 1.8Light Depletion Pitting

Part 1 41B-AD 41B 41 B AD 13/11/19 GH AS 0.5 2.6 3.1 480 500 0.30 420 430 2.3 420 440 2.9 440 470 440 440 420 440 410 420 380 390 380 390 370 380 370 380 7.9 8.2 Crack 5 110 0.3 1.3 Crack 10 200 0.3 1 Crack 5 50 0.3 1.8 Crack 10 50 0.3 1.8 NIL L L L L L 100 F N Y Y 27/11/2019Pipes (2) @ 0.6Multiple small holes in timber across pile underwater.

Part 1 41B-AE 41B 41 B AE 13/11/19 GH AS 0.5 2.6 3.1 500 530 0.30 410 480 2.3 410 420 2.9 460 540 420 490 410 420 390 400 390 400 380 400 360 390 370 390 370 390 8.6 8.9 Split 30 0.3 1.3 NIL L L L M M 100 F N Y Y 27/11/2019 Cables (2) @ 0.6 , 0.8Multiple small holes in timber across pile underwater.

Part 1 43B-AC1 43B 43 B AC1 25/10/19 GH BM 0.7 2.1 2.8 480 490 1.20 480 510 2.0 470 510 2.6 480 490 480 510 480 510 420 470 410 460 390 490 430 460 430 430 7.3 7.3 Cavity 50 100 2.8 3.0 Hollow 100 300 3.1 3.4 Cavity 50 100 5.3 5.7 L L L L M L 100 FAIL N Y Y 27/11/2019 Hollowing2 X Large Nails @ 2m2 x Bolts @ 1.7mBeam @ Soffit to 1.7

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High Water(RL+0.8m)

Part 1 43B-AC2 43B 43 B AC2 25/10/19 GH BM 0.7 2.1 2.8 520 540 1.20 550 550 2.0 490 520 2.6 520 540 550 550 470 540 450 460 450 500 430 450 430 450 420 440 7.4 7.7 Hollow 150 200 4.9 5.2 L L L L L L 100 P N Y Y 27/11/2019 Cavity / hollowing Bolts @ 1.3 and 1.5

Part 1 43B-Z 43B 43 B Z 23.10.19 GH DG 0.7 2.4 3.1 490 560 0.50 510 540 2.0 430 500 2.6 490 560 510 540 450 470 430 450 410 430 400 410 390 400 6.7 6.8 Crack 10 100 0.5 2.0 Crack 10 100 0.5 1.2 Crack 25 70 2.0 3.8 L L L L M M 100 F N Y Y 27/11/2019Splitting below water and moderatedepeltion surface cavities

Depletion pits across entire pile.Pipes @0.5.

Part 1 45B-AE 45B 45 B AE 13/11/19 GH AS 0.7 2.4 3.1 530 550 0.30 480 490 2.3 470 480 2.9 520 550 500 540 470 480 460 460 430 440 410 420 400 400 400 400 390 400 8.7 8.8 Rot 0.3 0.6 Crack NIL L L L L M 100 F N Y Y 27/11/2019 Rot at topEletrical Pipe @ topMultiple small holes in timber across pile underwater.

Part 1 45B-AF 45B 45 B AF 12/11/19 MF GH 0.7 2.4 3.1 550 550 0.50 490 490 2.3 490 500 2.9 540 540 540 550 490 500 450 450 450 500 430 450 420 440 420 440 410 430 390 420 9.5 9.8 Knot 200 100 6.5 7 Cavity 120 200 6.7 6.95 Rot (light) TOP 0.5 L L L L L M 100 P N Y Y 27/11/2019 Cavity. Rotting at top of pile.

Part 1 45B-V 45B 45 B V 24.10.19 GH DG 0.3 2.8 3.1 610 660 0.30 510 510 2.0 510 520 2.6 600 660 510 510 540 550 520 530 530 540 540 550 550 600 6.2 6.2 Split 20 200 0.3 1.2 Split 20 300 0.3 2.0 Split 20 300 0.2 1.0Cavity /

Knot 100 120 4.7 5.3 L L L L L L 100 P N Y Y Y 27/11/2019 Cavity2x Beams.2x Bolts @0.5.

Part 1 46B-AF 46B 46 B AF 13/11/19 GH AS 0.7 2.4 3.1 510 560 0.30 450 490 2.3 430 440 2.9 500 550 500 530 430 440 420 420 410 430 400 400 380 400 400 410 400 400 400 410 9.7 10.0 Crack 10 150 0.3 1.5 Knot 80 40 7.9 8.05 Knot 60 50 9.3 9.45 Rot 0.3 0.6 L L L L L M 100 F N Y Y 27/11/2019 Rot at topBolt @ 1.2Multiple small holes in timber across pile underwater.

Part 1 47B-AD 47B 47 B AD 13/11/19 GH AH 0.7 2.4 3.1 580 600 0.30 550 560 2.3 510 540 2.9 510 580 570 580 510 540 510 560 480 500 460 480 460 470 450 470 450 470 8.0 8.1 Crack 5 250 top 1.8 Crack 50 250 top 1.4 Rot 0.3 0..6 L L L L L M 100 F N Y Y 27/11/2019 Rot at top Depletion Pitting present

Part 1 47B-AE 47B 47 B AE 13/11/19 GH AH 0.7 2.4 3.1 600 650 0.30 560 570 2.3 530 550 2.9 580 590 580 580 530 550 490 540 560 570 470 550 510 520 510 570 440 500 8.7 8.9 Crack 15 300 top 2.1 NIL L L L L M 100 F N Y Y 27/11/2019 Rot at top

Part 1 47B-AG2 47B 47 B AG2 13/11/19 GH AH 0.5 2.6 3.1 450 510 0.25 440 450 2.3 420 430 2.9 470 510 410 480 420 430 400 440 390 410 380 410 370 390 370 390 370 380 370 390 370 380 10.8 11.4 Crack 80 80 2 Crack Rot 0.3 1 L L L L L M 100 P N Y Y 27/11/2019 Rot at topBolt @ 0.8Collar @ 0.480mm oof pile loss at top of pile (Rot present).

Part 1 48B-AC2 48B 48 B AC2 23.10.19 GH JC 0.6 2.5 3.1 510 520 1.00 520 520 2.0 440 470 2.6 510 520 520 520 450 450 420 430 430 480 380 420 390 420 370 430 4.6 4.8 Depletion Crack L M L M M M 100 F N Y Y Y 27/11/2019 Depletion cracking. Fair to poor Nail @2.1.

Part 1 48B-X 48B 48 B X 23.10.19 GH JC 0.6 2.5 3.1 520 540 0.30 510 540 2.0 480 480 2.6 550 610 510 540 480 490 470 470 440 450 450 450 480 480 6.4 6.4 Split 10 230 0.3 0.7 Split 15 300 0.3 0.7 Bolt Holes L M L L L L 100 F N Y Y Y 27/11/2019 Moderate borer. Fair to poor. Pipes @0.3.

Part 1 48B-Z 48B 48 B Z 23.10.19 GH JC 0.6 2.5 3.1 650 700 0.30 590 610 2.0 480 510 2.6 650 650 590 610 510 530 420 430 400 410 380 400 370 380 6.8 6.8 Split 10 140 0.3 0.6 Split 15 200 0.3 0.6 Split 20 200 0.3 0.9 L M L M L L 100 P N Y Y Y 27/11/2019 Moderate borer. Fair to poor. Depletion pits on pile.

Part 1 49B-AC1 49B 49 B AC1 23.10.19 GH JC 0.6 2.5 3.1 510 600 1.00 510 550 2.0 460 510 2.6 510 600 510 550 450 500 440 440 430 440 440 450 400 430 420 420 7.4 7.4 Split 15 2.0 2.4 Split 10 1.0 1.5 Nil L L M L L 100 F N Y Y Y 27/11/2019 Multiple splits into TZ. Fair to poor. Nails @1.5 and 2.0.

Part 1 50B-AE 50B 50 B AE 12/11/19 KM BM NA NA 3.1 470 570 0.30 490 500 2.3 450 480 2.9 500 530 480 540 450 480 420 450 410 440 410 460 390 410 410 410 400 400 8.6 8.9 Split 20 0.3 1.9 L L L L L M 30 F N Y Y 27/11/2019 Conduit @ 0.5

Part 1 50B-AF 50B 50 B AF 12/11/19 KM BM NA NA 3.1 530 570 0.80 490 510 2.3 490 490 2.9 540 570 540 560 490 490 460 470 450 470 430 460 410 420 390 420 390 430 380 410 9.6 10.1 Split 10 0.8 1.8 Rot / burn 400 0.8 1.7 Crack 30 200 0.8 1.9 L L L L L M 30 P N Y Y 27/11/2019 Rot at topBolt @ 1.4Timber Beam @ 1.0

Part 1 51B-AA 51B 51 B AA 11/11/19 KM SM 0.5 2.6 3.1 540 550 0.30 530 540 2.3 530 540 2.9 540 580 540 580 490 530 480 500 490 500 480 490 490 490 7.0 7.2 Split 30 0.3 2 Crack L L L L L L 30 F N Y Y 27/11/2019Deep split at top of pile.Multiple small holes in timber across pile underwater.

Part 1 51B-AD 51B 51 B AD 12/11/19 KM BM NA NA 3.1 470 570 0.30 440 470 2.3 420 450 2.9 490 540 490 530 420 450 380 410 380 400 340 390 370 370 380 390 8.1 8.2 Split 40 0.3 2 L L L L L M 30 F N Y Y 27/11/2019

Deep split above water.Timber block @ 1.1Bolts (2) @ 1.1Light TImber Rot @ 0.3 - 1.5


Top Bottom


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Part 2 10B-AA 10B 10 B AA 1/11/19 GH AS 1.0 2.1 3.1 410 450 0.3 340 400 2.3 330 350 2.9 420 510 420 490 330 350 320 320 310 330 310 330 5.1 5.1 Crack 10 150 0.3 0.8 Crack 10 120 0.3 1.8 M L L M L M 100 F N Y Y 11/12/2019Beams (3) @ 1.2 , 1.5, 1.7Bolt @ 0.8Multiple small holes in timber across pile underwater.

Part 2 10B-AB 10B 10 B AB 1/11/19 GH AS 1.0 2.1 3.1 430 450 0.30 380 380 2.3 370 370 2.9 430 440 440 450 370 370 370 370 360 350 350 360 5.2 Crack 10 150 0.3 2.1 Split 10 0.3 3.9 Cavity 50 60 2.55 2.65 Knot Nil L L L L L 100 p N Y Y y 11/12/2019 Split below TZ. Fair to Poor.Beams (4) @ 1.6 (2), 1.2, 1.4Bolt @ 0.7Multiple small holes in timber across pile underwater.

Part 2 10B-AC2 10B 10 B AC2 1/11/19 GH AS 1.0 2.0 3.0 500 530 1.20 480 500 2.3 500 510 2.9 530 530 500 510 480 490 450 460 450 460 5.1 5.1 Crack 20 150 1.2 2.1 Crack 10 100 1.2 1.9 Cavity 120 100 4.6 4.8 Cavity 100 150 4.8 5.05 Cavity 40 80 4.5 4.65 Cavity 40 30 4.95 5.1 Nil L L L L L 100 P N Y Y 11/12/2019Beam @ 1.4Bolt (2) @ 1.6Multiple small holes in timber across pile underwater.

Part 2 10B-AF 10B 10 B AF 11/11/19 GH AS 0.5 2.6 3.1 500 500 0.50 420 430 2.3 390 420 2.9 460 500 430 440 390 420 380 410 370 390 350 360 360 380 360 360 450 370 380 8.3 8.6 Crack 10 100 0.5 1.0 Split 15 0.5 1.6 Knot L M L M L M 100 F N Y Y Y 11/12/2019Tie Beam @ 1.0Multiple small holes in timber across pile underwater.

Part 2 10B-AG2 10B 10 B AG2 14/11/19 GH AS 0.9 2.2 3.1 500 0.25 390 390 2.3 270 310 2.9 460 370 410 270 310 250 280 350 360 350 360 340 350 340 380 330 330 330 340 9.7 10.2 250 260 3.5 Crack 15 150 top 1 Crack 10 200 1.5 2 Necking 2.7 4.1 M H M L H M 100 P N Y Y 11/12/2019 Heavy borer now present.

Bolted to Whaler @ 2.0Bolted to Fender @ 1.5Bolted to Ag1 @ 0.5Top of pile is U bolted to sofit

Part 2 10B-U 10B 10 B U 1/11/19 GH AS 0.6 2.5 3.1 530 570 0.30 430 450 2.3 420 430 2.9 530 540 460 470 420 430 400 400 350 370 360 370 5.4 5.4 Crack 20 150 0.3 2.0 Nil L L L L M 100 F N Y Y 11/12/2019Steel Platform @ 2.0Beams (4) @ 2.4, 1.0, 0.6

Part 2 10B-V 10B 10 B V 1/11/19 GH AS 0.6 2.5 3.1 530 530 0.30 460 480 2.3 470 480 2.9 530 530 510 510 470 480 450 450 420 420 420 430 5.3 5.3 Crack 10 150 0.3 2.1 Nil L L L L L 100 F N Y Y 11/12/2019Beams (2) @ 0.3Steel platform @ 2.0Multiple small holes in timber across pile underwater.

Part 2 10B-W 10B 10 B W 1/11/19 GH AS 0.6 2.4 3.0 480 580 0.30 380 450 2.3 370 400 2.9 460 530 450 520 370 400 350 380 360 390 360 390 5.1 5.1 Crack 10 100 0.3 2.1 Nil L L L L M 100 F N Y Y 11/12/2019C' - Channel @ 2.0Multiple small holes in timber across pile underwater.

Part 2 10B-X 10B 10 B X 1/11/19 GH AS 0.6 2.5 3.1 450 540 0.30 360 400 2.3 400 510 2.9 430 510 430 480 400 510 370 370 340 370 350 380 5.3 5.3 L L L L M M 100 F N Y Y 11/12/2019Beam @ 2.0Multiple small holes in timber across pile underwater.

Part 2 10B-Y 10B 10 B Y 1/11/19 GH AS 0.5 2.6 3.1 540 550 0.30 470 510 2.3 510 520 2.9 530 540 530 540 510 520 470 480 430 450 430 450 5.2 5.2 Crack 10 100 0.3 1.6 Nil L L L L L 100 F N Y Y 11/12/2019Beam (2) @ 2.1Multiple small holes in timber across pile underwater.

Part 2 10B-Z 10B 10 B Z 1/11/19 GH 0.5 2.4 2.9 480 480 0.30 420 430 2.3 410 430 2.9 470 480 430 440 410 430 390 420 420 430 420 430 5.0 5.0 Crack 10 100 0.3 1.1 Crack 15 200 0.3 1.8 L L L L L L 100 F N Y Y 11/12/2019Beams (2) @ 1.9Multiple small holes in timber across pile underwater.

Part 2 11B-AA 11B 11 B AA 1/11/19 GH AS 1.0 2.0 3.0 500 510 0.30 420 450 2.3 430 440 2.9 510 530 510 510 430 440 390 410 360 380 380 390 5.5 5.5 Crack 10 100 0.3 2.2 L L L L L M 100 F N Y Y 11/12/2019Beams @ 1.8Multiple small holes in timber across pile underwater.

Part 2 11B-AB 11B 11 B AB 1/11/19 GH AS 1.0 2.1 3.1 550 550 0.30 500 520 2.3 510 550 2.9 530 530 540 540 510 550 490 560 480 520 500 520 5.6 5.6 Crack 10 150 0.3 2.0 Crack 5 100 0.3 2.2 Cavity 100 300 3 3.25 Hollow 60 400 3.55 3.8 L M L L M L 100 P N Y Y 11/12/2019 Cavities & hollowing

Beams (2) @ 1.56 Hollows connecting inside pileCavities begin at 3.5m to SBMultiple small holes in timber across pile underwater.

Part 2 11B-AC1 11B 11 B AC1 1/11/19 GH AS 1.0 2.1 3.1 460 560 1.30 420 520 2.3 450 460 2.9 450 550 450 460 410 440 390 400 390 390 5.7 5.8 Crack 10 100 1.3 2.1 Crack 10 120 1.3 2.2 L L L M L M 100 F N Y Y 11/12/2019Bolt @ 1.6Multiple small holes in timber across entire pile.

Part 2 11B-AC2 11B 11 B AC2 1/11/19 GH AS 1.0 2.1 3.1 500 580 1.3 500 520 2.3 490 490 2.9 530 570 490 490 460 470 450 470 430 460 5.7 5.9 Crack 15 1.3 1.3 2.2 L L L L L M 100 F N Y Y 11/12/2019Beam @ 1.5Bolt @ 1.8Multiple small holes in timber across pile underwater.

Part 2 11B-AG1 11B 11 B AG1 29/11/19 GH TS 0.7 2.4 3.1 500 540 0.30 520 530 2.3 510 510 2.9 510 540 540 550 510 510 390 510 480 490 460 490 460 480 470 470 440 470 530 450 470 9.4 9.6 Crack 10 125 top 2 Split 20 top 2.4 Split 40 top 2Cavity in

knot 100 200 8.3 8.4 Knot 200 30 8.2 8.5 L L L L M L 100 P N Y Y 11/12/2019Bolt @ 0.4Bullet Bracket @ 1.3Multiple small holes in timber across pile underwater.

Part 2 11B-U 11B 11 B U 1/11/19 GH AS 0.6 2.5 3.1 420 460 0.30 380 410 2.3 400 410 2.9 420 460 440 480 400 410 390 400 410 410 410 430 5.5 5.5 Crack (2) 10 120 0.3 1.4 Knot Nil L L L L L 100 F N Y Y 11/12/2019

Beams (2) @ 0.6, 2.5Steel Platform @ 1.9Air Con Pipe @ 0.4beam rotted 2.8-2.5

Part 2 11B-V 11B 11 B V 1/11/19 GH AS 0.6 2.5 3.1 510 520 0.30 460 490 2.3 470 480 2.9 530 540 510 530 470 480 440 450 390 430 390 420 5.5 5.5 L L L L L M 100 F N Y Y 11/12/2019Steel Platform @ 0.9Beams (2) @ 0.3

Part 2 11B-W 11B 11 B W 1/11/19 GH AS 0.6 2.4 3.0 500 520 0.30 390 450 2.3 410 440 2.9 490 530 480 510 380 400 390 400 380 400 5.5 5.6 Crack 20 150 0.3 2.0 Nil L L M L M 100 F N Y Y 11/12/2019 Air Con Pipes @ 1.4

Part 2 11B-X 11B 11 B X 1/11/19 GH AS 0.6 2.5 3.1 500 540 0.30 450 490 2.3 450 460 2.9 520 530 450 490 450 460 420 450 390 410 390 420 5.5 5.5 Crack 30 150 0.3 1.6 L L L M M M 100 F N Y Y Y 11/12/2019 Beams (2) @ 2.0

Part 2 11B-Y 11B 11 B Y 1/11/19 GH AS 1.0 2.1 3.1 490 510 0.30 420 450 2.3 420 440 2.9 530 530 520 530 420 440 390 410 380 390 370 380 5.5 5.5 L L L L L M 100 F N Y Y 11/12/2019Beams (2) @ 2.1Beam @ 2.0Multiple small holes in timber across pile underwater.

Part 2 11B-Z 11B 11 B Z 1/11/19 GH AS 1.0 2.0 3.0 460 520 0.30 430 450 2.3 420 430 2.9 470 490 490 500 420 430 430 440 380 400 390 400 5.5 5.5 Crack 10 100 0.3 0.8 Crack 15 250 0.3 2 Nil L L L L L 100 F N Y Y 11/12/2019 Beams (2) @ 1.9

Part 2 12B-AA 12B 12 B AA 1/11/19 GH TS 0.7 2.4 3.1 490 530 0.30 430 450 2.3 450 480 2.9 490 530 490 510 420 450 380 380 390 390 5.8 5.8 Crack 20 200 0.3 2.4 Crack 15 200 0.3 2 Knot 120 40 4.7 4.9Cavity (in

knot) 80 50 4.7 4.9 L L L L L M 100 F N Y Y 11/12/2019 Fair to poor

12 12B-AB 12B 12 B AB 1/11/19 GH TS 0.7 2.4 3.1 530 560 0.30 460 500 2.3 460 480 2.9 540 550 510 560 460 480 440 450 440 500 420 430 5.8 5.8 Knot L L L L L L 100 G N Y Y 11/12/2019

Part 2 12B-AC1 12B 12 B AC1 1/11/19 GH TS 0.7 2.2 2.9 560 560 1.20 500 510 2.3 440 510 2.9 580 580 440 510 420 490 440 470 440 460 5.9 5.9 M M L L L M 100 F N Y Y 11/12/2019Brace 100L @ 1.2-1.3Bolt

Part 2 12B-AG1 12B 12 B AG1 29/11/19 GH TS 0.7 2.3 3.0 500 530 0.30 400 520 2.3 390 490 2.9 530 550 480 550 390 490 390 450 360 430 340 410 370 380 350 360 320 380 330 370 9.5 9.8 Split 15 top 2 Split 20 TOP 2.2 Split 20 TOP 2.2 Split 15 0.3 0.2 L L L L M M 100 F N Y Y Y 11/12/2019 Splitting above waterBolt @ 0.4Multiple small holes in timber across pile underwater.

Part 2 12B-AG2 12B 12 B AG2 29/11/19 GH TS 0.7 2.4 3.1 0.15 2.3 2.9 310 320 330 380 330 330 310 330 310 320 310 320 10.4 10.5 Broken 0.15 5 H H 100 FAIL N Y Y 11/12/2019 No pile above water, pile broken.

Part 2 12B-U 12B 12 B U 1/11/19 GH TS 0.7 2.4 3.1 500 540 0.3 450 450 2.3 450 450 2.9 500 540 510 540 450 450 400 430 390 430 400 430 5.5 5.5 Crack 10 100 0.3 1.9 Split 20 0.3 2.2 Crack 20 200 0.3 1.4 L L L M L M 100 F N Y Y 11/12/2019 Tie Beams (2) 300L @ 600-900.

Part 2 12B-V 12B 12 B V 1/11/19 GH TS 0.7 2.3 3.0 430 480 0.3 400 420 2.3 400 430 2.9 480 480 460 470 400 430 390 400 390 390 400 410 5.5 5.5 Nil L L L L L 100 F N Y Y 11/12/2019Beams (2) @ 0.3Multiple small holes in timber across pile underwater.

Part 2 12B-W 12B 12 B W 1/11/19 GH TS 0.7 2.4 3.1 530 540 0.30 440 470 2.3 410 430 2.9 490 500 480 490 410 430 400 420 390 420 390 410 5.5 5.5 L L L L L L 100 F N Y y 11/12/2019

Part 2 12B-X 12B 12 B X 1/11/19 GH TS 0.7 2.4 3.1 430 440 0.30 400 430 2.3 390 420 2.9 430 440 440 450 390 420 400 410 370 380 380 400 5.5 5.5 Cavity 150 200 2.5 2.9 L L L L L L L 100 P N Y Y Y 11/12/2019 Cavity Tie beams 150L @ 1.8-1.95

Part 2 12B-Y 12B 12 B Y 1/11/19 GH AS 0.7 2.2 2.9 460 500 0.30 420 450 2.3 430 440 2.9 460 500 470 490 430 440 400 420 410 420 400 420 5.6 5.6 L L L L L L 100 F N Y Y 11/12/2019Tie Beams 150L (holds pipework) @ 1.8-1.95Multiple small holes in timber across pile underwater.

Part 2 12B-Z 12B 12 B Z 1/11/19 GH TS 0.7 2.4 3.1 540 540 0.30 480 490 2.3 460 500 2.9 540 600 510 540 460 500 460 480 440 440 430 450 5.7 5.7 Crack (2) 10 150 0.3 1.8 L L L L L L M 100 F N Y Y Y 11/12/2019 Pipework over pile from sofit

Part 2 13B-AB 13B 13 B AB 31/10/19 GH AS

A

0.8 2.3 3.1 450 470 0.30 380 410 2.3 380 390 2.9 440 460 440 470 380 390 370 370 360 370 350 350 350 350 6.0 6.1 L M L L L L 100 F N Y Y 11/12/2019Tie Beams 300LMultiple small holes in timber across pile underwater.

Part 2 13B-AC1 13B 13 B AC1 31/10/19 GH AS 0.8 2.3 3.1 440 450 1.20 420 440 2.3 420 420 2.9 440 460 420 420 400 420 370 380 380 390 380 390 6.1 6.1 Cracks (2) 20 300 1.2 2.4 L L L L M L 100 F N Y Y 11/12/2019Tie Beams 300LProp timber ontop of pile Tie Beams holding pipe

Part 2 13B-AD 13B 13 B AD 6/11/19 GH AS 1.0 2.1 3.1 500 530 0.30 450 480 2.3 450 480 2.9 520 530 510 500 450 480 450 480 450 450 450 450 400 430 6.6 6.8 Crack 25 350 0.3 2.0 L M L L M L 100 F N Y Y Y 11/12/2019

Beam @ 1.2 from sofitElectrical cables @ 0.3Beam @ 1.5 from sofitMultiple small holes in timber across pile underwater.

Part 2 13B-AE 13B 13 B AE 6/11/19 GH AS 1.0 2.0 3.0 440 480 0.30 360 370 2.3 350 370 2.9 420 470 390 460 350 370 330 340 320 320 310 330 310 310 300 320 7.4 7.8 Crack 15 300 0.3 2.0 Crack 10 120 0.5 2 L M L L L M 100 F N Y Y Y 11/12/2019Eletrical Cables @ top of pileHose running down to 6.3 beside pile

Part 2 13B-AF 13B 13 B AF 6/11/19 GH AS 1.0 1.9 2.9 550 570 0.45 550 570 2.3 530 540 2.9 540 620 510 540 530 540 510 520 500 500 480 500 470 490 480 500 500 500 8.8 9.5 Split 40 0.5 2.0 Crack 30 20 5.7 6 knot 100 30 5.75 5.95Cavity in

knot 70 100 5.8 5.9 L M L M L M 100 P N Y Y Y 11/12/2019 Fair to poor.Cables @top of pile.Bolt @0.45.

Part 2 13B-AG1 13B 13 B AG1 29/11/19 GH TS 0.7 2.4 3.1 510 530 0.30 440 450 2.3 420 430 2.9 520 530 460 490 420 430 390 430 380 390 360 370 360 370 350 370 350 360 360 360 9.8 10.0 Crack 5 120 top 2Crack/rot

(light) 50 150 top 2 Knot 100 50 4.5 4.7 Knot 100 30 8.8 8.9 L L L M M M 100 F N Y Y Y 11/12/2019 rot at top present.Lots of moveable tubingMultiple holes in timber across entire pile.

Part 2 13B-AG2 13B 13 B AG2 29/11/19 GH TS 0.7 2.4 3.1 0.15 2.3 2.9 250 270 310 330 310 320 290 310 280 310 290 290 290 300 10.7 10.8 Broken 0.15 4.4 S H H H 100 FAIL N Y Y 11/12/2019 No pile above water, pile broken.

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seabed level)

MinimumDiameter

Type

Tape

Dist

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from

Soffi

t(m

)

Tape

Dist

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from

Soffi

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Tape

Dist

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Tape

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Max

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Max

Dept

h(m

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Type

Max

wid

th(m

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Max

Dept

h(m

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4m fromSoffit

5m fromSoffit

6m fromSoffit

7m fromSoffit

8m fromSoffit


High Water(RL+0.8m)

Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit


Severe


/ Severe

Thick

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Fair

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ID(A

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Defect 1 Defect 2 Defect 3 Defect 4 Defect 5

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Defect 6


Top Bottom


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Data

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Batc

hDa

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Max

wid

th(m

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Max

Dept

h(m

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Type

Max

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Max

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h(m

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Tape

Dist

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from

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Dist

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Dist

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Max

Dept

h(m

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Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

10m fromSoffit

11m fromSoffit

12m fromSoffit


seabed level)

MinimumDiameter

Type

Tape

Dist

ance

from

Soffi

t(m

)

Tape

Dist

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from

Soffi

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Tape

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Soffi

t(m

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Tape

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t(m

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Tape

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Soffi

t(m

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Tape

Dist

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from

Soffi

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)

Max

wid

th(m

m)

Max

Dept

h(m

m)

Type

Max

wid

th(m

m)

Max

Dept

h(m

m)

4m fromSoffit

5m fromSoffit

6m fromSoffit

7m fromSoffit

8m fromSoffit


High Water(RL+0.8m)

Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit


Severe


/ Severe

Thick

ness

ofM

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Good

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Fair

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Pile

Plan

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Pile

ID(A

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Bent

Bent IDBreakdown

Row

(lett

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(whe

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Surv

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Supe

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Dive

r

VTS

Tide

RL(m

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Dist

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from

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Defect 6

Part 2 13B-U 13B 13 B U 31/10/19 GH AS 0.8 2.2 3.0 490 500 0.30 460 470 2.3 440 450 2.9 480 510 500 520 440 450 450 450 420 420 410 420 5.6 5.6 Crack 20 200 0.3 1.9 L L L L L L 100 F N Y Y 11/12/2019Tie Beams (2) 300LBeams @ 2.4-2.8Multiple small holes in timber across pile underwater.

Part 2 13B-V 13B 13 B V 31/10/19 GH AS 0.8 2.1 2.9 430 500 0.30 400 430 2.3 390 410 2.9 440 500 430 460 390 410 390 390 370 380 360 370 5.6 5.6 Crack 20 100 1.1 2.4 Cavity 40 60 3.7 3.75 L L L L L M 100 F N Y Y Y 11/12/2019Tie Beams 200LMultiple small holes in timber across pile underwater.

Part 2 13B-W 13B 13 B W 31/10/19 GH AS 0.8 2.3 3.1 600 600 0.30 540 540 2.3 500 520 2.9 580 600 580 580 500 520 490 490 470 480 460 470 5.6 5.6 Split 20 200 0.3 2.1 Split 20 200 0.3 2.2 M L L L L L 100 F N Y Y 11/12/2019 Pipe Attached

Part 2 13B-X 13B 13 B X 31/10/19 GH AS 0.8 2.3 3.1 500 500 0.30 410 500 2.3 450 460 2.9 500 550 470 550 450 460 420 450 400 430 410 420 5.6 5.6 Crack 10 100 0.3 2.0 Crack 10 100 0.3 1.1 M L L L L M 100 F N Y Y 11/12/2019Tie Beams (2) 150L @ 1.8-1.95Pipes attachedMultiple small holes in timber across pile underwater.

Part 2 13B-Z 13B 13 B Z 31/10/19 GH AS 0.8 2.3 3.1 420 480 0.30 410 380 2.3 420 430 2.9 440 490 460 480 420 430 380 400 370 390 390 390 5.8 5.8 Knot L M L L L L 100 F N Y Y Y 11/12/2019

Part 2 14B-AC2 14B 14 B AC2 31/10/19 GH AS 0.9 2.1 3.0 400 470 1.30 360 410 2.3 360 370 2.9 430 470 360 370 360 400 360 390 340 360 320 320 6.5 6.6 Crack 20 200 top 2.0 Crack 20 150 Crack 20 250 top 2.0 Knot L L L L L M 100 F N Y Y 11/12/2019Multiple small holes in timber across entire pile.Large Nails (2) @ 200 from top

Part 2 14B-AG1 14B 14 B AG1 29/11/19 GH TS 0.6 2.5 3.1 490 540 0.30 450 460 2.3 450 460 2.9 510 530 510 540 450 460 420 440 410 420 380 400 370 370 370 400 340 340 440 450 450 360 360 9.8 10.1 Crack 20 150 top 2 Crack 10 150 top 2 Knot 170 50 6.1 6.3 Knot 230 50 7.8 8.2Cavity In

Knot 80 100 7.95 8.15 Knot 160 9.25 9.5 L L L L M M 100 P N Y Y 11/12/2019 Cavity in knot

Bullet Bracket @ 1.3Old Bolt @ 0.4Multiple small holes in timber across pile underwater.**Extra cavity 80w x 80d at 9.35 tp 9.5


Part 2 14B-U 14B 14 B U 31/10/19 GH AS 0.9 2.1 3.0 460 480 0.30 420 450 2.3 430 460 2.9 490 490 460 490 430 460 390 420 400 410 390 400 5.6 5.6 Cavity 40 50 2.75 2.8 L L L L M L 100 F N Y Y 11/12/2019Beams @ 300 from top of pileBeam @ 2.5-2.8Multiple small holes in timber across pile underwater.

Part 2 14B-W 14B 14 B W 1/11/19 GH AS 0.9 2.2 3.1 500 500 0.30 430 460 2.3 440 450 2.9 490 540 460 480 440 450 410 420 390 400 400 410 5.7 5.7 L M L L L M 100 F N Y Y 11/12/2019

Part 2 14B-X 14B 14 B X 31/10/19 GH AS 0.9 2.2 3.1 460 480 0.30 400 430 2.3 410 410 2.9 440 470 430 470 410 410 380 390 380 390 370 380 5.8 5.8 Nil L L L L L 100 F N Y Y 11/12/2019 Pipe Rack @ 1800

Part 2 14B-Y 14B 14 B Y 31/10/19 GH AS 0.9 2.2 3.1 390 560 420 440 2.3 390 410 2.9 460 480 450 470 390 410 390 400 360 370 350 360 5.8 5.8 Crack 50 120 0.3 5.8 Cavity 80 40 4.5 5.8 Nil L L L L M 100 P N Y Y Y 11/12/2019 Large splits below waterPipe Rack @ 1800Cable@ 500

Part 2 14B-Z 14B 14 B Z 31/10/19 GH AS 0.9 2.1 3.0 440 470 380 430 2.3 410 410 2.9 430 490 410 490 410 410 370 390 330 370 380 400 5.8 5.8 Knot L L L L L M 100 F N Y Y 11/12/2019 Multiple small holes in timber across pile underwater.

Part 2 15B-AG1 15B 15 B AG1 29/11/19 GH TS 0.6 2.4 3.0 470 510 0.30 430 540 2.3 490 520 2.9 540 610 490 520 460 500 430 500 420 490 450 490 440 490 440 460 410 470 540 390 420 10.0 10.2 Split 10 top 2 Split 500 TOP 2.6 Cracks 10 150 top 2 Knot 200 50 4.3 4.5 M L L L L L M 100 P N Y Y 11/12/2019 Large splits into TZOld Bolt @ 0.4Bulet Brackt @ 1.3Multiple small holes in timber across pile underwater.


Part 2 15B-W 15B 15 B W 31/10/19 GH AS 0.6 2.5 3.1 440 460 0.30 400 410 2.3 400 410 2.9 430 460 420 450 400 410 390 400 340 360 360 370 5.8 5.8 Nil L L L L L 100 F N Y Y 11/12/2019

Part 2 16B-AG2 16B 16 B AG2 14/11/19 GH AS 0.9 2.2 3.1 110 130 180 200 220 250 240 250 260 260 260 290 300 300 300 300 11.0 11.3 Broken 0.0 4.4 M M H H 100 FAIL N Y Y 11/12/2019 BrokenNo Pile above waterMultiple obstructions on SB against pileWill need dredge for Splice

Part 2 16B-Y 16B 16 B Y 31/10/19 GH AG 0.6 2.3 2.9 470 490 0.30 400 400 2.3 410 450 2.9 470 490 400 410 410 450 370 390 360 360 380 410 380 410 6.0 6.0 Knot 150 80+ 4.6 4.8 Cavity in Knot 50 150 4.7 4.8 Crack 10 150 0.3 1 L L L L L L 100 F N Y Y Y 11/12/2019 Pipe Tray @1.8

Part 2 17B-AF 17B 17 B AF 7/11/19 GH SM 1.0 2.1 3.1 680 690 0.45 460 490 2.3 440 480 2.9 620 680 530 550 440 480 400 450 380 400 340 390 370 380 330 400 370 370 380 440 9.1 9.5 Crack 30 200 0.5 2.0 Crack 20 200 0.45 2 Crack 10 300 0.45 2 M M L L M M 100 F N Y Y 11/12/2019 Electrical sheaves with nails @ 0.5 from top of pile

Part 2 17B-AG1 17B 17 B AG1 29/11/19 GH VS 0.7 2.4 3.1 470 560 0.30 460 470 2.3 420 470 2.9 520 540 500 510 420 470 420 470 420 440 400 410 370 390 360 390 380 410 340 530 340 350 9.9 10.2 Knot 200 8.6 9.2 Cavity in knot 100 100 8.7 9.1 Knot 100 8.4 Knot 50 50 5.1 Crack 10 100 top 2 L L L L M M 100 P N Y Y 11/12/2019 Fair to poor. Cavity Old Bolt @ 0.4

Part 2 17B-AG2 17B 17 B AG2 29/11/19 GH TS 0.5 2.6 3.1 0.15 2.3 2.9 210 290 330 340 340 360 310 320 300 320 300 320 310 300 290 310 11.1 11.4 Broken 0.15 4.6 S H H H 100 FAIL N Y Y 11/12/2019 No pile above water, pile broken.

Part 2 17B-U 17B 17 B U 31/10/19 GH AG 0.8 2.2 3.0 390 440 0.30 350 480 2.3 390 440 2.9 350 540 390 520 390 440 380 410 380 400 360 370 5.8 5.8 Crack 10 100 0.3 2.1 M H L M L M 100 P N Y Y Y 11/12/2019Moderate to heavy borer at low water. Fairto poor condition.

Tie Beams (2) 300L @ 0.6 - 0.9Multiple small holes in timber across pile underwater.

Part 2 18B-AF 18B 18 B AF 7/11/19 GH AS 1.0 2.1 3.1 500 510 0.45 470 480 2.3 460 470 2.9 500 510 480 490 460 470 440 450 460 520 460 470 410 420 400 410 470 490 470 490 9.0 9.5 Crack 10 150 0.45 2 Crack 10 150 0.45 1.5 Crack 10 100 0.45 2.2 Crack 10 150 0.45 1.2 Nil L L L L L 100 F N Y Y 11/12/2019Electrical sheaves (2) @ 0.1-0.3Multiple small holes in timber across pile underwater.

Part 2 18B-AG1 18B 18 B AG1 29/11/19 GH VS 0.7 2.4 3.1 400 500 0.30 400 430 2.3 440 450 2.9 470 500 460 470 420 420 400 410 370 380 360 370 350 360 350 360 340 340 10.1 10.5 Cavity/Hole 80 dia 2.3 2.4 Rot (light) 300 50 top 0.4 Crack 30 300 top 2.4 L L L L M M 100 F N Y Y Y 11/12/2019 Fair to poor.

Old Bolt Hole opening up in cavityBullet Bracket @ 1.3Old Bolt @ 0.4Steel electrical pipe on TOP

Part 2 18B-Z 18B 18 B Z 31/10/19 GH AG 0.9 2.1 3.0 450 500 0.30 440 480 2.3 440 460 2.9 500 500 500 500 440 450 410 440 430 450 400 400 500 560 410 420 6.3 6.3 Knot Cavity M L L M L M 100 p N Y Y Y 11/12/2019Moderate to heavy depletion and borer atlow water. Bulges on Pile

Part 2 19B-AC1 19B 19 B AC1 31/10/19 GH AG 0.6 2.5 3.1 570 570 1.30 510 540 2.3 2.9 550 570 530 540 480 490 470 500 450 460 460 470 460 470 7.0 7.0 Crack 10 100 1.3 2.3 L L L L L L 100 F N Y Y 11/12/2019 Multiple small holes in timber across pile underwater.

Part 2 19B-AG2 19B 19 B AG2 15/11/19 KM TS NA NA 3.1 520 560 420 470 2.3 420 450 2.9 470 470 450 450 420 450 410 410 380 390 380 380 390 400 310 410 350 370 360 370 410 430 10.7 11.2Rot

(moderate toheavy)

top 2 Cracks 5 50 top 2 Cavity 110 80 8.05 8.25 Cavity 30 40 10.2 10.25 M M L M M M 100 P N Y Y 11/12/2019 Rot at top. Split into TZ and cavity low on pile

Bolted to AG1 @ 0.5Bolted to Whaler @ 2.0U Bolted to SoffitFender / Whaler In poor condition

Part 2 20B-AA 20B 20 B AA 30/10/19 GH BM 0.5 2.6 3.1 500 510 0.30 440 440 2.3 460 410 2.9 500 520 480 500 410 460 390 440 390 430 420 430 390 410 6.5 6.5 Crack 10 200 0.3 1.5 Split 20 0.3 2.4 Split 30 0.3 2.2 L L L L M L 100 F N Y Y Y 11/12/2019Large splits. Moderate depletion.Possible Poor Pile.

Depletion pits across entire pile.Multiple small holes in timber underwater.

Part 2 20B-AG2 20B 20 B AG2 15/11/19 KM TS NA NA 3.1 510 590 410 420 2.3 370 380 2.9 440 450 410 410 370 380 370 370 350 360 370 380 340 360 340 350 340 350 320 330 300 310 10.8 11.3 Split 50 top 2 Crack 10 150 top 1.2 Crack 60 60 top 4.8 M M L M M L 100 P N Y Y Y 11/12/2019 Fair to poorBolted to Whaler @ 2.0Bolted to AG1 @ 1.0Bolted to Fender @ 1.5

Part 2 20B-X 20B 20 B X 30/10/19 GH BM 0.5 2.5 3.0 540 540 0.3 460 490 2.3 470 490 2.9 530 530 540 550 470 490 400 450 460 470 490 490 490 490 6.0 6.0 Split 20 0.3 2.0 Split L M L L L M 100 F N Y Y Y 11/12/2019 Big splits above water. Pipe rack @1.5 (150x90).

Part 2 21B-AC1 21B 21 B AC1 30/10/19 GH BM 0.6 2.4 3.0 520 550 1.20 460 480 2.3 460 470 2.9 470 520 460 470 440 450 400 400 380 390 390 400 390 400 7.0 7.0 Crack 10 250 1.2 2.0 Crack 15 150 1.2 2.1 M L L M L M 100 F N Y Y Y 11/12/2019Depletion pits across pile underwater.Multiple small holes in timber underwater.

Part 2 21B-AF 21B 21 B AF 29/11/19 GH VS 0.7 2.4 3.1 490 600 0.30 500 520 2.3 490 530 2.9 540 580 600 610 490 520 450 460 450 460 400 470 390 430 440 490 390 410 9.2 9.4 Knot 200 60+ 7.7 8.4 Split 20 top 2.2 Crack 3 30 top 2 knot 650 1.5 2 NIL L L L L M 100 F N Y Y 11/12/2019Conduit along TOPPine pipe support

Part 2 21B-AG1 21B 21 B AG1 29/11/19 GH VS 0.6 2.5 3.1 520 530 0.30 420 470 2.3 390 410 2.9 520 530 490 520 390 410 390 410 390 420 380 410 370 380 370 380 370 390 360 380 360 380 10.0 10.3 Bolt Hole 50 Dia 2.4 Split 40 top 2 Crack 20 100 top 1 L L L L L M 100 F N Y Y 11/12/2019

Bolt Hole opens up insideBolted @ 0.4Electrical conduit along TOPMultiple small holes in timber across pile underwater.

Part 2 21B-AG2 21B 21 B AG2 28/11/19 GH VS 0.6 2.5 3.1 480 510 0.15 460 470 2.3 380 400 2.9 490 490 460 470 290 300 300 320 320 340 320 330 300 320 300 320 290 300 300 320 350 290 310 10.2 11.2 Cracks 5 150 TOP 1.5 Cracks 5 100 top 1 Knot 150 50+ 10.1 10.2 Rot (light) 0 0.5 M M L L M M 100 P N Y Y 11/12/2019 Rot and moderate borerBolted to Fender @ 0.4 and 1.2. Whaler @ 2.0U Clamp saddler connected. Beam on front down to 2.8m

Part 2 21B-R 21B 21 B R 29/11/19 GH VS 0.7 1.2 1.9 440 450 0.30 400 410 1.1 380 390 1.7 400 420 380 390 340 360 310 310 310 320 4.9 4.9 Crack 5 100 top 1 Crack 10 100 top 1 Rot / Cracks 100 top 0.3 NIL L L L L L 100 F N Y Y 11/12/2019 Rot at top Old Bolt Holes x6 starting to Rot @ between 500-700

Part 2 22B-AF 22B 22 B AF 28/11/19 GH VS 0.6 2.4 3.0 600 600 0.30 540 580 2.3 460 480 2.9 520 540 480 540 400 470 380 400 370 410 380 390 350 380 340 360 350 380 340 390 9.5 9.8 Crack 5 150 top 1 Split 10 top 1.5 Hole 60 150 2.1 2.2 L L L L L L 100 F N Y Y 11/12/2019Charge Bolt @ 2.2Pipe Rack (pine) @ 0.3

Part 2 22B-AG1 22B 22 B AG1 28/11/19 GH VS 0.6 2.5 3.1 510 540 0.30 520 550 2.3 470 490 2.9 550 560 520 550 490 510 470 490 460 470 430 460 410 500 410 450 410 480 390 440 390 430 10.3 10.7 Crack 5 150 top 1.5 Crack 20 200 TOP 2.3 Split 10 TOP 2 Bolt Hole 40 100 2.3 NIL L L L L M 100 F N Y Y 11/12/2019

Beam Pipe Holder @ 0.3Bullet Bracket @ 1.7Large Bolt @ 2.0Multiple small holes in timber across pile underwater.

Part 2 22B-R 22B 22 B R 29/11/19 GH VS 0.7 1.2 1.9 480 490 0.30 420 440 1.1 400 430 1.7 420 440 410 410 390 410 390 410 410 440 4.9 4.9 Crack 10 150 top 1 Crack L M L L L L 100 F N Y Y Y 11/12/2019Bolt Hole @ 0.9Bolt Hole @ 0.5

Part 2 23B-R 23B 23 B R 29/11/19 GH VS 0.7 1.2 1.9 490 500 0.30 1.1 1.7 400 400 370 370 370 370 330 330 320 320 4.9 4.9 Crack 5 100 top 0.4 M L L L L L 100 F Y Y Y 11/12/2019

Wrapped Fibreglass @ 0.4 - 2.6Bolt hole with crack above it @ 0.4Rot Under Bracket / Bracket heavy corrosionMultiple small holes in timber across pile underwater.

Part 2 28B-AG2 28B 28 B AG2 15/11/19 MF KM NA NA 3.0 490 540 390 450 2.3 240 250 2.9 470 490 410 430 230 240 280 280 310 330 330 350 350 360 330 350 340 360 330 370 290 320 10.9 11.2 230 3.2 Crack 15 150 top 1.6 Crack 15 150 top 1 Split 40 300 top 2 H M M S M L 100 FAIL N Y Y 11/12/2019Bolted to Whaler @ 2.0Bolted to Fender @ 1.5Bolted to AG1 @ 1.0

Part 2 33B-AG2 33B 33 B AG2 15/11/19 MF AH NA NA 3.1 480 530 0.25 420 440 2.3 420 420 2.9 450 510 420 490 420 420 390 400 380 390 380 380 370 370 350 360 340 350 330 330 330 340 11.0 11.2 Broken Crack 40 350 0 1.9 M M H M M M 100 FAIL N Y Y 11/12/2019

Pile is broken.Bolt @ 0.8Whaler Beam @ 2.0Steel Collar @ 0.4 from soffit


Top Bottom


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10m fromSoffit

11m fromSoffit

12m fromSoffit


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MinimumDiameter

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Dist

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Dept

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Type

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wid

th(m

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Max

Dept

h(m

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4m fromSoffit

5m fromSoffit

6m fromSoffit

7m fromSoffit

8m fromSoffit


High Water(RL+0.8m)

Low Water(RL+0.2m)

1m fromSoffit

2m fromSoffit

3m fromSoffit


Severe


/ Severe

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Bent

Bent IDBreakdown

Row

(lett

er)

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reap

plica

ble)



Surv

eyDa

te

Supe

rviso

r

Dive

r

VTS

Tide

RL(m

CD)

Dist

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Defect 6

Part 1 39B-AG2 39B 39 B AG2 13/11/19 GH AH 0.7 2.3 3.0 0.25 280 280 340 350 330 340 340 380 330 340 320 330 300 320 10.8 11.0 Broken M M H H 300 FAIL N Y Y 11/12/2019 Missing section - spliceNo Pile above waterStump starts @ 4.1Stump with require dredging for a splice

Part 1 40B-AG2 40B 40 B AG2 13/11/19 GH AH 0.9 2.2 3.1 490 500 0.25 380 430 2.3 330 390 2.9 440 460 440 450 330 390 340 340 350 360 330 370 330 360 320 350 300 350 300 340 350 290 10.6 11.2 Crack 25 150 0.25 2Rot (light tomoderate) 0 0.8 M H M M L M 100 P N Y Y 11/12/2019 Fair to poor

Top Metal bracket brokenBolt @ 0.8Whaler beam @ 2.0

Part 1 44B-AG2 44B 44 B AG2 13/11/19 GH AH 0.5 2.4 2.9 470 540 0.25 450 460 2.3 450 450 2.9 450 510 450 500 450 450 420 420 420 420 400 410 390 400 390 390 370 390 380 380 360 360 10.8 11.4 Split 90 270 0 2 Crack NIL L L L M M 100 P N Y Y Y 11/12/2019 Split and cavity at top.

Bolt @ 0.8Whaler beam @ 2.0Crack hollows out to max width 150mmMultiple small holes in timber across pile underwater.

Part 2 47B-S 47B 47 B S 18/11/19 JB AS 0.4 1.5 1.9 540 560 0.34 450 470 1.0 430 450 1.6 450 450 430 450 420 440 430 440 450 450 4.8 4.8 Beam 1.3 1.5 Split 30 0.34 Crack 30 200 0.34 NIL L L M L L 70 F N Y Y 11/12/2019 Split top to TZ Tie Beam

Part 1 53B-AA 53B 53 B AA 11/11/19 KM SM 0.5 2.6 3.1 540 540 0.30 470 490 2.3 500 510 2.9 520 540 530 540 500 510 450 470 450 480 430 460 SB SB 470 470 7.1 7.2 Crack 20 300 0.3 1.7 Knot L L M L L M 30 F N Y Y Y 11/12/2019 Bolt @ 0.8

Part 1 53B-AD 53B 53 B AD 12/11/19 KM BM NA NA 3.0 510 600 0.30 430 460 2.3 520 520 2.9 530 550 500 500 520 520 460 480 430 470 420 450 410 430 SB SB 400 410 8.1 8.2 Split 35 0.3 2.4 L M L L L M 30 F N Y Y Y 11/12/2019 PVC @ 0.5

Part 1 53B-AE 53B 53 B AE 12/11/19 KM TS NA NA 2.9 510 540 0.30 450 500 2.3 370 490 2.9 500 550 480 530 370 490 450 490 450 470 450 480 460 460 430 460 460 470 8.7 8.9 Split 50 0.3 2.3 NIL L L L M L 30 P N Y Y 11/12/2019 Fair to poor. Large split at top PVC @ 0.4- 0.55

Part 1 53B-AF 53B 53 B AF 12/11/19 KM TS NA NA 3.1 480 490 400 400 2.3 360 370 2.9 480 490 410 410 370 390 350 360 340 340 320 340 310 320 330 350 300 310 290 300 9.8 Crack 10 200 0.5 1.0 Knot Knot L M L L M M 30 F N Y Y 11/12/2019 Narrow pile. Possible natural taperConcrete Packed @ top of pileBolts @ 0.85PVC pipe @ 0.4 - 0.5

Part 1 53B-AG1 53B 53 B AG1 12/11/19 KM TS NA NA 3.1 420 530 0.55 370 470 2.3 360 430 2.9 450 530 430 540 360 430 360 360 360 370 340 360 340 350 340 380 340 440 360 450 350 440 10.2 10.4 Hollow 200 350 9.7 10.4 Knot Crack 20 250 0.55 1.9 Crack 15 50 0.55 1.2 L M L L M S 50 FAIL N Y Y 11/12/2019Large cavity at seabed. Dredging needed torepair

Concrete Packed @ top of pileBolts @ 0.9 , 1.1 , 2.3 , 2.3PVC pipe @ 0.6Pile Failed due to Cavity @ SB

Part 1 53B-AG2 53B 53 B AG2 12/11/19 KM TS NA NA 3.1 400 470 0.50 380 390 2.3 450 480 340 410 11.0 11.3 Broken 2.7 Rotten / Split50/150 0.5 1.8 M M 120 FAIL N Y Y 11/12/2019 Pile broken at LW.

Bolts @ 0.6 , 0.7 , 0.8 , 1.0 , 1.2 , 1.5 , 2.0Whaler Beam @ 1.9Pile laying on bottom No Stump found

Part 2 53B-R 53B 53 B R 18/11/19 JB AS 0.4 1.5 1.9 470 540 0.34 450 460 1.0 430 460 1.6 450 460 430 440 430 430 400 410 390 400 4.9 4.9 Cavity 50 40 3.7 3.85 Crack 10 200 0.34 1 Split 15 0.34 1.1 Knot L M L L L M 70 F N Y Y 11/12/2019

Part 1 53B-V 53B 53 B V 11/11/19 KM SM 0.5 2.6 3.1 440 510 0.30 400 460 2.3 390 440 2.9 410 500 440 490 390 440 380 440 380 420 360 400 380 400 6.3 6.3 L L L L L L 30 G N Y Y 11/12/2019Bracing @ 0.3-0.6Bolts (2) @ 0.8-0.9

Part 1 53B-W 53B 53 B W 11/11/19 KM SM 0.5 2.6 3.1 100 140 190 220 350 360 380 420 430 430 6.4 6.4 Broken M M H M 30 FAIL N Y Y 11/12/2019 Pile broken at LW.T.O.P - rotted - H borer & depletionStump appears in good condition

Part 1 53B-X 53B 53 B X 11/11/19 KM SM 0.5 2.6 3.1 460 500 0.30 400 440 2.3 330 330 2.9 460 490 460 480 330 330 140 240 310 320 370 380 400 400 6.5 6.5 140 240 4 Knot L H H L H H 50 FAIL N Y Y 11/12/2019 Possible cavities under heavy marine growth.

Part 1 55B-AG2 55B 55 B AG2 13/11/19 GH AH 0.6 2.5 3.1 450 460 0.50 360 370 2.3 230 240 2.9 430 460 420 420 230 240 230 300 310 330 310 320 300 320 300 310 290 320 300 300 300 300 10.8 11.2 180 270 3.7 Rot 400 0.5 1.9Severe

Necking

180x

2702.8 5.2 Cavity M H M H H M 100 FAIL N Y Y 11/12/2019 Bolts @ 0.5 , 1.2 , 1.4 , 2.0

Part 2 55-Q 55 55 Q 2/12/19 GH JC 0.5 1.4 1.9 580 0.45 500 1.0 500 530 1.6 500 490 500 470 490 460 470 450 460 5.0 5.0 L L L M L L 100 F N Y Y 11/12/2019Blocks @ 0.45-1.2 and 0.5-0.8 and 0.8- 1.2Timber Beams @ 0.6-0.9 and 0.2-0.5

Part 2 56-Q 56 56 Q 2/12/19 GH JC 0.5 1.4 1.9 580 0.45 460 1.0 470 520 1.6 460 460 520 420 470 410 460 410 430 5.0 5.0 L L L L L M 100 F N Y Y 11/12/2019Blocks @ 0.45-1.2 and 0.5-0.8 and 0.5- 1.2Timber Beams @ 0.6-0.9 and 0.2-0.5

Part 2 57-Q 57 57 Q 2/12/19 GH JC 0.5 1.4 1.9 550 0.45 490 1.0 480 510 1.6 490 470 500 450 480 440 470 440 500 5.0 5.0 Knot 4.4 L L L L L L 100 F N Y Y 11/12/2019Blocks @ 0.45-1.2 and 0.5-0.8 and 0.8- 1.2Timber Beams @ 0.6-0.9 and 0.2-0.5Multiple small holes in timber across pile underwater.

Part 2 58-Q 58 58 Q 2/12/19 GH JC 0.5 1.4 1.9 470 0.45 420 1.0 410 410 1.6 400 400 380 390 350 370 350 360 5.0 5.0 L M L L L L 100 F N Y Y 11/12/2019Blocks @ 0.45-1.2 and 0.5-0.8 and 0.8- 1.2Timber Beams @ 0.6-0.9 and 0.2-0.5Multiple small holes in timber across pile underwater.

Part 2 59B-R 59B 59 B R 18/11/19 JB AS 0.4 1.5 1.9 600 620 0.34 310 320 1.0 490 500 1.6 510 520 480 490 460 460 430 430 420 420 5.0 5.0 Crack 20 250 0.34 1.1 L L L H L M 70 F N Y Y Y 11/12/2019 Fair to poor. Large dia pile. Large number of holes in timber across entire pile.

Part 2 60B-R 60B 60 B R 18/11/19 JB AS 0.4 1.5 1.9 500 550 0.34 460 470 1.0 450 460 1.6 460 470 430 450 300 390 350 370 350 350 5.0 5.0 Crack 20 150 0.34 5 Crack 10 200 0.34 1 Crack 20 200 0.34 1 Crack 20 250 0.34 1.2 L L L L M M 70 F N Y Y Y 11/12/2019 Fair to poor. Split below water. All Cracks meet

Part 2 60-Q 60 60 Q 2/12/19 GH JC 0.5 1.4 1.9 570 0.45 490 510 1.0 480 520 1.6 490 510 480 490 430 460 410 440 410 410 5.0 5.0 Bolt hole L L L L L M 100 F N Y Y 11/12/2019Blocks @ 0.45-1.2 and 0.5-0.8Timber Beams @ 0.6-0.9 and 0.2-0.5 (Rotten)Multiple small holes in timber across entire pile.

Part 1 61B-AG2 61B 61 B AG2 13/11/19 GH AH 0.6 2.5 3.1 380 470 0.50 360 380 2.3 340 350 2.9 390 440 400 420 340 350 300 320 320 340 320 320 300 330 300 330 300 320 290 310 310 310 310 310 11.0 11.1 ROT 300 20 0.5 2 Split 30 0.5 2 H M M H M M 100 P N Y Y 11/12/2019Split above water with rot. Boer below waterto SB

Bolts @ 0.5 , 0.6 , 0.7 , 1.1Whaler Beam @ 1.9Steel Ladder 100mm off pile @ SB (could impead potentialrepair)

Part 2 61B-R 61B 61 B R 18/11/19 JB AS 0.4 1.5 1.9 470 580 0.34 520 530 1.0 490 520 1.6 520 530 430 460 370 390 370 400 360 390 5.0 5.0 Split 30 Dia 0.34 1.8 Crack 10 200 0.34 1.2 L L L L M M 70 F N Y Y Y 11/12/2019 Fair to poor. Split into TZ

Part 1 63B-R 63B 63 B R 18/11/19 JB AS 0.4 1.5 1.9 480 510 0.34 450 470 1.0 440 450 1.6 450 470 440 440 410 420 400 410 380 390 5.0 5.0 Crack 5 80 0.34 1 Crack 15 200 0.6 1.4 NIL L L L L L 70 F N Y Y 11/12/2019

Part 1 63B-S 63B 63 B S 18/11/19 JB AS 0.4 1.5 1.9 530 560 0.34 430 450 1.0 440 450 1.6 450 490 440 450 410 410 390 390 380 400 4.8 4.8 Beam 1.3 1.5 Knot 200 50 4.4 4.6Cavity in

Knot 80 70 4.4 4.6 Crack 10 200 0.34 0.8 NIL L L L L L 70 F N Y Y 11/12/2019 Cavity in knot

Part 1 66B-AA 66B 66 B AA 14/11/19 GH DC 0.7 2.4 3.1 430 450 0.25 400 420 2.0 140 260 2.7 480 490 410 410 140 250 270 280 340 350 370 390 350 370 360 380 7.5 7.2 120 230 3.5 Bolt 1.1 Crack 5 50 0.5 1.65 H H M H H M 100 FAIL N Y Y 11/12/2019Beam @ 0.6 - 0.9Fender @ 0.4 above sofit to below waterWhaler @ 2.0

Part 1 66B-AC1-B 66B 66 B AC1-B 18/11/19 GH SM 0.6 2.5 3.1 460 470 1.30 410 440 2.3 310 440 2.9 420 450 310 400 350 400 370 370 360 380 350 380 360 370 7.8 7.8 CracK 10 70 2.3 1.8 Crack 10 50 2.3 2.1 M H M L M L 100 P N Y Y 11/12/2019 necking and borer

Part 1 66B-AC2 66B 66 B AC2 18/11/19 GH SM 0.6 2.5 3.1 440 540 1.35 440 450 2.3 450 480 2.9 470 490 450 480 440 460 430 450 430 430 430 430 460 490 460 490 8.0 8.3 Crack 100 10 1.35 2 Bolt 30 2.1 Bolt 20 1.6 L L L L L L 50 F N Y Y 11/12/2019 Whaler Beam @ 0.3 ( No connection)

Part 1 66B-AD 66B 66 B AD 7/11/19 KM DC NA NA 3.1 430 500 0.30 380 420 2.3 360 390 2.9 410 470 380 430 360 390 350 380 380 380 370 390 450 460 390 400 380 400 8.7 8.9 360 390 2.9 Crack 50 120 0.3 1.5 L M L L M L 30 F N Y Y Y 11/12/2019Vertical beam @ 0.3Multiple bolts and bolt holes in very top of pile

Part 1 66B-AE 66B 66 B AE 7/11/19 KM DC NA NA 3.0 440 510 0.3 440 450 2.3 440 450 2.9 470 490 450 470 440 450 450 450 450 450 460 500 460 470 450 400 400 430 400 410 9.3 9.4 L L L L L L 30 F N Y Y 11/12/2019Vertical beams (2) @ 0.5Multiple bolt holes in very top of pile

Part 1 66B-AF 66B 66 B AF 7/11/19 KM DC NA NA 3.0 390 420 0.50 260 260 2.3 250 270 2.9 370 380 330 380 250 270 330 330 340 350 350 360 340 340 340 350 330 340 330 330 9.7 9.9 250 270 2.9 H H M H H L 30 P N Y Y 11/12/2019 Poor to failing conditionVertical beams (2) @ 0.5Multiple bolts and bolt holes in very top of pile

Part 1 66B-AG1 66B 66 B AG1 7/11/19 KM DC NA NA 3.1 450 460 0.50 490 500 2.3 440 440 2.9 410 410 390 410 440 440 400 410 390 400 400 400 380 390 390 390 360 370 360 360 360 360 10.2 10.3 L L L L L L 30 F N Y Y 11/12/2019Vertical beams (2) @ 0.5Multiple bolts and bolt holes in very top of pile

Part 1 66B-AG2 66B 66 B AG2 13/11/19 GH AH 0.6 2.5 3.1 0.50 180 200 330 380 320 350 350 370 320 360 310 340 330 330 10.6 11.3 Broken 0.5 H H H H 80 FAIL N Y Y 11/12/2019 Missing section - spliceNo pile above water, pile broken.Stump starts @ 4.3Stump would require dredging to splice

Part 1 66B-R 66B 66 B R 18/11/19 JB AS

s

0.4 1.5 1.9 480 560 0.34 450 450 1.0 450 460 1.6 450 450 430 430 380 390 360 360 350 360 5.1 5.1 Split 30 0.34 2 Split 20 0.34 1.2 Hollow 200 200 0.34 1.2 M L L L L H 70 P N Y Y 11/12/2019 Split into TZ. Split opens up inside to HollowFender beam @ 0.34 - 1.4Whaler beam @ 0.9

Part 1 66B-U 66B 66 B U 18/11/19 GH SM 0.6 2.5 3.1 470 490 0.00 470 490 0.9 460 470 1.5 470 480 420 440 420 430 370 390 400 420 400 420 5.0 5.0 Bolt 0.5 0.8 M M M L L L 80 P N Y Y 11/12/2019 moderate to heavy borer.Whaler @ 0.9Fender @ 1.0 to 1.3

Part 1 66B-W1 66B 66 B W1 18/11/19 GH SM 0.6 2.5 3.1 520 530 0.00 480 500 1.2 460 490 1.8 490 500 460 490 460 480 460 460 440 450 430 460 5.4 5.4 Crack 20 250 0 0.9 NIL L L L L L 80 F N Y Y 11/12/2019Fender Beam from above sofit to below waterWhaler @ 1.1

Part 1 66B-X 66B 66 B X 18/11/19 GH SM 0.6 2.5 3.1 500 520 0.00 480 490 1.3 490 490 1.9 520 550 490 490 460 480 470 490 440 450 440 450 5.7 5.8 Bolts (3) 0.5 1 Crack 20 270 0 1 NIL L L L L L 80 F N Y Y 11/12/2019Whaler Beam @ 1.35Fender @ 0.6 above sofit to below water

Part 1 66B-Y 66B 66 B Y 18/11/19 GH SM 0.6 2.3 2.9 430 460 0.00 450 450 1.5 420 430 2.1 460 460 420 430 400 430 390 400 400 400 380 390 380 390 6.0 6.0 Bolts 0.45 M M M L L L 100 F N Y Y 11/12/2019 Fair to poor.Block @ 0.2 - 0.35Fender @ 0.54 above sofit to below waterWhaler @ 1.5


TopBottom


Bent Num

ber (where

applicable)

Bent Letter (where app

licable

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

MIN Distance from

Soffit

(m)

MAX

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

HW to

LW

LW to

Mid

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Max width (m

m)

Max Depth (m

m)

Type

HW to

LW

11m from Soffit

12m from Soffit

Seabed (measure Dia. at Min seabed level)

Minimum Diameter

Max Depth (m

m)

Type

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Mid to

Seabed


Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Mid to

Seabed

Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

4m from Soffit

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments

Marine Borers Nil / L / M / H /

Severe

DepletionNil / L / M / H /

Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo

d (G) / Fair (F) / Po

or (P

) / Failed

(FAIL)

Repairs Present? (Y/N)

Review

Con

ditio

n?

LW to

Mid

9m from Soffit

10m from Soffit

PDS Pile Plan Sheet N

umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown

Row (letter) (where app

licable)

Survey Date


Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from

Deck soffit to Sea‐level

(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit

Top Of PileHigh Water (RL+0.8m)

Part 2 24B‐S 24B 24 B S 29/11/19 GH VS 0.7 1.3 2.0 540 550 0.30 450 460 1.1 430 440 1.7 470 490 400 420 380 390 360 370 350 360 4.9 4.9Depletion Crack

10 10 3 3.5 Bolt Holes 30 n/s 0.75 0.85 L L L M‐H M M 100 P N Y Y 17/12/2019 Moderate to heavy depletion TZ

Beam @ 1.3 (rotten) Bolt @ 0.7 Multiple small holes in timber across pile.

Part 2 24B‐T1 24B 24 B T1 15/11/19 JB BJ 0.8 1.1 1.9 490 520 1.20 490 520 1.2 490 510 1.8 500 500 480 480 460 460 460 480 4.7 4.7 Split 20 1.2 1.8 L L L L L L 100 P N Y Y 17/12/2019 Split into TZ. Fair to poor. Big split at tidal zone.

Part 2 24B‐T2 24B 24 B T2 15/11/19 KM TS 0.8 2.1 2.9 530 540 2.3 490 490 2.9 490 490 460 470 440 450 430 450 5.9 5.9 L L L L L L 30 F N Y Y 17/12/2019Brace @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 25B‐S 25B 25 B S 29/11/19 GH VS 0.8 1.2 2.0 520 520 0.30 430 440 1.1 420 440 1.7 440 450 400 410 400 410 350 360 340 350 4.8 4.8 Cavity 50 80 3 3.1 Bolt holes (2) 30 N/S 0.9 0.9 L L L M L M 100 F N Y Y Y 17/12/2019 Small cavity was not photographed.Beam @ 1.3 (rotten) Bolts (2) @ 0.9 (70mm)Multiple small holes in timber across pile.

Part 2 25B‐T1 25B 25 B T1 15/11/19 JB BJ 0.8 1.1 1.9 390 470 1.20 390 470 1.2 380 410 1.8 380 400 390 400 360 370 370 390 4.7 4.7 L L L M L L 100 F N Y Y 17/12/2019

Part 2 25B‐T2 25B 25 B T2 15/11/19 KM TS 0.8 2.1 2.9 490 510 2.3 430 440 2.9 430 440 390 400 390 410 450 450 5.9 5.9 Cavity 40 100 5.5 5.6 Cavity 30 120 5.6 5.7 Cavity 30 80 5.75 5.8 Knot L L L L L L 30 F N Y Y Y 17/12/2019 Narrow cavities

Max Dia 490 @3.9 Beam @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 25‐Q 25 25 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 440 480 1.1 440 440 1.7 460 470 430 440 410 420 370 390 370 390 5.0 5.0 L L L L L L 100 F N Y Y 17/12/2019

Block @ 0.4 ‐ 1.2 Beam @ 0.5 ‐ 0.7 Beam and Block @ 0.2 ‐ 0.8

Bolt Holes (2) @ 0 9 30mm

Part 2 26B‐T1 26B 26 B T1 15/11/19 JB BJ 0.8 1.1 1.9 390 400 1.20 390 400 1.2 350 350 1.8 350 360 340 370 320 350 310 320 4.7 4.7 L L L L L M 100 F N Y Y 17/12/2019

Part 2 26B‐T2 26B 26 B T2 15/11/19 KM TS 0.8 2.1 2.9 530 2.3 490 2.9 420 440 400 410 370 410 420 470 5.8 5.8 M M L M L M 30 F N Y Y 17/12/2019

Brace @ 2.4 Steel Braces (3) @ from top of pile to 3.0 Multiple small holes in timber across pile.

Part 2 26‐Q 26 26 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 480 520 1.1 480 490 1.7 480 530 470 490 460 470 450 460 450 470 5.0 5.0 Buldge 30 3.85 4.75 L L L M L L 100 F N Y Y 17/12/2019

Block @ 0.4 ‐ 1.2. Beam @ 0.5 ‐ 0.7 Beam and Block @ 0.2 ‐ 0.8 Bolt Hole @ 1.0 30mm

Light

Part 2 27B‐T2 27B 27 B T2 15/11/19 KM TS 0.8 2.1 2.9 550 560 2.3 520 530 2.9 520 530 490 490 470 480 460 460 5.8 5.8 L L L L M L 30 F N Y Y 17/12/2019


Part 2 27‐Q 27 27 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 520 540 1.1 510 540 1.7 520 550 500 530 480 490 450 490 450 470 4.9 Crack 10 50 0.4 1.2 L L L L M M 100 F N Y Y 17/12/2019


Bolt Holes (2) @ 0 9 & 0 85 30mm

Part 2 28B‐R 28B 28 B R 29/11/19 GH VS 0.8 1.2 2.0 420 430 0.30 370 380 1.1 370 380 1.7 370 390 330 350 210 320 290 310 280 300 4.8 4.8 Cavity 80 200 1 1.08 Cavity 90 Dia 1.2 1.29 Crack 5 100 top 1 Crack 10 150 TOP 1 L L L L H M 100 P N Y Y Y 17/12/2019 210 dia. Cavities and depletionBolt Holes (2) @ 0.9 (30mm) Multiple small holes in timber across pile.

Part 2 28B‐S 28B 28 B S 29/11/19 GH VS 0.8 1.2 2.0 550 560 0.30 520 540 1.1 530 540 1.7 520 540 520 530 480 490 450 460 430 440 4.8 4.8 Cavity 40 200 1 1.05 Bolt Hole 30 0.8 0.8 Cavity 40 40 0.8 1.1 L L L L L L 100 F N Y Y Y 17/12/2019 Fair to poor. Cavity at HW

Beam @ 1.3 (rotten) Bolt (2) @ 0.9 (50mm) Bolts (2) @ 0.8 & 0.9 (100mm)

Part 2 28B‐T1 28B 28 B T1 15/11/19 JB BJ 0.8 1.1 1.9 460 530 1.20 460 530 1.2 460 520 1.8 460 510 440 450 410 440 420 440 4.6 4.6 L L L L L L 100 F N Y Y 17/12/2019

Part 2 28B‐T2 28B 28 B T2 15/11/19 KM TS 0.8 2.0 2.8 250 570 2.3 500 530 2.9 490 500 490 500 460 480 470 470 5.7 5.7 L L L H L L 30 P N Y Y Y 17/12/2019250 dia. Moderate to heavy depletion at HW

Brace @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 28‐Q 28 28 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 510 530 1.1 430 550 1.7 530 540 430 540 440 530 460 500 460 480 4.9 4.9 Knot 100 40 4.4 4.5 Knot 60 35 3.3 3.42 L L L L L L 100 F N Y Y 17/12/2019


Bolt Hole @ 1 0 30mm

Part 2 29B‐S 29B 29 B S 29/11/19 GH VS 0.8 1.2 2.0 540 550 480 500 1.1 460 470 1.7 470 500 460 470 400 410 390 400 390 400 4.7 4.7 Cavity 80 150 1.1 1.2 Bolt Holes (3) 30 n/s 0.8 0.8 L M L L M M 100 F N Y Y 17/12/2019

Beam @ 1.3 (rotten) Bolt (2) @ 0.7 (50mm) Multiple small holes in timber across pile.

Part 2 29B‐T1 29B 29 B T1 15/11/19 JB BJ 0.8 1.1 1.9 470 530 1.20 470 530 1.2 500 530 1.8 490 530 480 520 500 520 480 550 4.6 4.6 Crack 20 NR TZ L L L L L L 100 F N Y Y 17/12/2019

Part 2 29B‐T2 29B 29 B T2 15/11/19 KM TS 0.8 2.1 2.9 490 510 2.3 460 490 2.9 460 490 460 480 450 450 420 460 5.8 5.8 L L L M M L 30 F N Y Y 17/12/2019Brace @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 29‐Q 29 29 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 440 450 1.1 440 470 1.7 450 460 420 460 410 430 410 410 380 430 4.9 4.9 Crack 20 110 0.4 1.2 Split 25 0.8 1.2 L L L L L L 100 F N Y Y 17/12/2019



Part 2 30B‐S 30B 30 B S 29/11/19 GH VS 0.8 1.2 2.0 520 560 0.30 470 480 1.1 480 490 1.7 450 500 400 460 390 410 370 400 370 420 4.7 4.7 Bolt hole (3) 30 N/S 0.8 0.9 L M L M M M 100 P N Y Y 17/12/2019 Moderate to heavy borerBeam @ 1.3 (rotten) Bolt (3) @0.6 ‐ 0.8


Part 2 30B‐T2 30B 30 B T2 15/11/19 KM TS 0.8 2.1 2.9 500 510 2.3 460 490 2.9 460 490 430 450 440 440 430 440 5.7 5.7 Crack 5 40 4.8 5.7 L L L M M L 30 F N Y Y 17/12/2019 Brace @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 30‐Q 30 30 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 1.1 460 470 1.7 480 500 460 480 430 470 420 460 410 470 4.9 4.9 Cavity 50 70 4.65 4.8 Knot 100 10 4.1 4.2Cavity

around bolt hole

50 80 1.1 1.18 L L L M L L 100 F N Y Y 17/12/2019


Bolt HoleS (2) @ 1 1 30mm

Part 2 31B‐S 31B 31 B S 2/12/19 GH KM 0.9 1.0 1.9 550 630 0.30 490 560 1.1 470 540 1.7 490 530 480 530 450 490 450 470 450 480 4.7 4.7 Cavity 60 100 1 1.03 Metal 60 Bolt hole (3) 30 N/S 0.8 1 Crack 10 200 0.3 1 Crack L L L M L M 100 F N Y Y Y 17/12/2019 Bolt holes below water

Beam @ 1.3 (rotten) Cavity hollows out inside ‐ through pile Multiple small holes in timber across pile.

Part 2 31B‐T1 31B 31 B T1 15/11/19 JB BJ 0.8 1.1 1.9 530 550 1.20 520 550 1.8 510 540 480 490 470 480 4.7 Beam 0.9 L L L L L L 100 F N Y Y 17/12/2019 Multiple small holes in timber across pile.


Part 2 31‐Q 31 31 Q 7/12/19 GH SM 0.7 1.2 1.9 0.40 480 490 1.1 480 490 1.7 490 500 470 470 460 490 450 460 450 460 4.9 4.9 Cavity 70 180 2.9 3 L L L M L L 100 P N Y Y Y 17/12/2019Pile has cavity which opens up into a hollow inside pile.



Part 1 32B‐R 32B 32 B R 2/12/19 GH KM 0.9 1.0 1.9 540 550 0.30 470 480 1.1 450 460 1.7 470 480 450 460 430 470 400 420 490 490 4.8 4.8 Cavity 40 300 1.3 1.34 Cavity (2) 50 250 1 1.5 Bolt holes (2) 30 N/S 0.8 0.8 L L L L‐M M L 100 P N Y Y Y 17/12/2019Fair to poor. Possible hollow connecting cavities

Cavity appears to holow inside Cavity (2) joins inside pile

Part 1 32B‐S 32B 32 B S 2/12/19 GH KM 0.9 1.0 1.9 520 590 0.30 450 460 1.1 490 510 1.7 450 460 480 480 450 450 430 430 420 440 4.7 4.7Metal

protrusion 1.5

metal protrusion

1.6Split

(hollowing)20 0.5 1.2

Bolt holes (3)

30 N/S 0.8 0.8 Cavity 40 200 0.95 1 L L L M L M 100 P N Y Y 17/12/2019 Holling at split

Beam @ 1.3 (rotting) Pile Hollows in split Bolt Hole @ 0.7 (30mm, 200 deep)

Part 1 32B‐T1 32B 32 B T1 15/11/19 JB BJ 0.8 1.1 1.9 500 530 1.20 470 480 1.8 460 470 450 470 460 470 4.6 Beam 1.3 L L L L L M 50 F N Y Y 17/12/2019 Multiple small holes in timber across pile.

Part 1 32‐Q 32 32 Q 7/12/19 GH SM 0.7 1.2 1.9 0.40 1.1 490 490 1.7 460 470 480 480 470 480 470 490 540 510 450 480 4.9 4.9 Knot 470 50 3.8 4.05 Cavity 100 100 4.1 4.3 Knot 60 40 3.15 3.4 Cavity 90 50 3.05 3.25 Cavity 60 60 2.75 2.95 L M L M L L 100 F N Y Y 17/12/2019 Fair to poor. Cavities.



Part 1 33B‐R 33B 33 B R 2/12/19 GH KM 0.8 1.1 1.9 500 540 0.30 450 490 1.1 440 460 1.7 450 490 450 460 430 440 410 420 400 410 4.7 4.7 Split 25 100 0.3 1.1 Cavity/Hollow 80 330 1 1.1 Cavity 100 200 0.9 1 Cavity 100 130 1.2 1.32 Split 40 0.3 1 Cavity 80 250 1 1.08 L L L M L L 100 P N Y Y 17/12/2019 Cavities and hollowing

Cavity/Hollow ‐ opens up inside, goes up + Down Bolt @ 0.7 protrudes 50mm Top of Pile from 1.2 up is Hollow, possibly lower Split is Hollow Inside

Part 1 33B‐S 33B 33 B S 2/12/19 GH KM 0.8 1.1 1.9 500 510 0.30 410 440 1.1 420 440 1.7 410 440 410 440 400 420 360 390 390 400 4.6 4.6 Bolt hole (4) 30 N/S 0.85 0.05 L L L M L M 100 F N Y Y 17/12/2019

Beam @ 1.3 (rotting) bOLTS @ 1.5 & 1.7 Block of wood @ 0.7 ‐ 1.2 (200mm)

Part 1 33B‐T2 33B 33 B T2 15/11/19 JB BJ 0.8 2.1 2.9 530 540 2.20 530 540 2.2 490 510 2.8 470 510 460 480 450 470 490 500 5.7 5.7 M L L M L L 100 F N Y Y 17/12/2019

Part 1 33‐Q 33 33 Q 7/12/19 GH SM 0.7 1.2 1.9 0.40 430 460 1.1 450 450 1.7 440 450 410 440 380 420 370 390 4.9 4.9 Cavity 90 130 4.4 4.5 L L L L L L 100 P N Y Y 17/12/2019 Fair to poor



Part 1 34B‐R 34B 34 B R 2/12/19 GH KM 0.9 1.0 1.9 500 570 0.30 380 430 1.1 380 390 1.7 380 430 380 380 360 370 360 370 340 350 4.8 4.8 Cavity 50 180 1 1.05 Bolt Holes (2) 30 N/S 0.8 0.8 Cavity 50 180 1 1.05 Cracks (2) 10 100 0.3 0.6 L L L L M M 100 F N Y Y 17/12/2019 Fair to poor. Multiple cavities Light pile rot at TOP

Part 1 34B‐T1 34B 34 B T1 15/11/19 JB BJ 0.8 1.1 1.9 570 580 1.20 570 580 1.2 540 560 1.8 520 550 520 550 470 520 520 490 4.6 L L L M L L 100 F N Y Y 17/12/2019 Multiple small holes in timber across pile.

Part 1 34‐Q 34 34 Q 7/12/19 GH SM 0.7 1.2 1.9 0.40 1.1 460 500 1.7 470 480 460 500 460 470 470 480 540 430 450 4.9 4.9 Knot 200 4.2 4.55 Cavity 150 150 4.3 4.5 Cavity 80 50 3.15 3.3 M L L L L L 100 P N Y Y 17/12/2019 Cavity


Part 1 35B‐S 35B 35 B S 2/12/19 GH KM 0.9 1.0 1.9 460 510 0.30 430 450 1.1 400 410 1.7 430 450 400 400 390 400 400 400 380 400 4.7 4.7 Checkout 350 15 0.6 1.05 Bolt Holes (4) 30 n/s 0.8 0.8 Split 10 s/n 0.3 0.5 L M L L M L 100 F N Y Y 17/12/2019 Fair to por. Multipe bolt holes

Beam @ 1.3 (rotten) Bolt@ 1.5 & 1.6 Light Rot at Top of Pile

Multiple small


TopBottom


Bent Num

ber (where

applicable)


licable

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

MIN Distance from

Soffit

(m)

MAX

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

HW to

LW

LW to

Mid

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Max width (m

m)

Max Depth (m

m)

Type

HW to

LW

11m from Soffit

12m from Soffit


Minimum Diameter

Max Depth (m

m)

Type

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Mid to

Seabed


Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Mid to

Seabed

Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

4m from Soffit

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed

(FAIL)


Review

Con

ditio

n?

LW to

Mid

9m from Soffit

10m from Soffit


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)

Survey Date


Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit


Part 1 51B‐AE 51B 51 B AE 12/11/19 KM BM NA NA 3.1 490 510 0.30 420 440 2.3 410 420 2.9 470 500 460 490 410 420 400 410 390 420 380 380 370 380 360 370 360 370 8.7 8.9 L L L L L M

L

30 G N Y Y 17/12/2019 Steel @ 0.8

Part 1 51B‐AG1 51B 51 B AG1 12/11/19 KM BM NA NA 3.1 600 650 0.90 530 540 530 530 2.3 600 650 550 580 530 530 510 520 480 480 460 470 460 460 470 520 420 430 410 420 400 420 10.2 10.8 Crack 15 140 0.9 2 Crack 10 100 0.9 1.4 Crack 10 300 0.9 2 Knot NIL L L L L L 30 F N Y Y 17/12/2019

Concrete Packer @ 0.5 ‐ 0.9 Bolts @ 1.1 , 1.3 Vertical Bracing @ 0.0 ‐ 1.5

Part 2 9B‐U 9B 9 B U 1/11/19 GH AS 0.6 2.5 3.1 470 530 0.30 420 450 2.3 400 420 2.9 470 520 440 480 400 420 380 400 350 370 330 360 5.3 5.3 Crack 10 200 0.3 2.0 Nil L L L L M 100 F N Y Y 17/12/2019 Beams (4) @ 0.6, 1.0, 2.5

Part 2 9B‐V 9B 9 B V 1/11/19 GH AS 0.6 2.5 3.1 560 560 0.3 490 530 2.3 530 530 2.9 530 560 510 530 530 530 490 490 450 490 470 490 5.3 5.3 Crack 15 150 0.3 2.0 Crack 10 100 0.3 1.9 L L L L L L 100 G N Y Y 17/12/2019Steel platform @ 2.0 Beams (2) @ 0.3

Part 2 9B‐W2 9B 9 B W2 1/11/19 GH AS 0.6 2.5 3.1 560 560 0.30 460 480 2.3 450 470 2.9 510 540 470 540 450 470 450 450 450 460 450 460 5.1 5.1 Crack 15 200 0.3 1.0 Knot 100 25 2.95 3.05 Cavity 70 30 2.95 3.05 L L L L L M 100 F N Y Y 17/12/2019 Beam @ 0.6

Part 2 9B‐X 9B 9 B X 1/11/19 GH AS 0.6 2.5 3.1 530 560 0.30 500 530 2.3 560 550 2.9 520 560 540 560 550 560 530 540 530 550 530 550 5.0 5.0 Crack 30 300 1.0 2.4 Crack 20 200 0.3 2 Crack 10 200 0.3 2.2 Crack 15 200 0.3 1 L L L L L M 100 F N Y Y 17/12/2019Split below water. Light to moderate borer

Beam @ 0.7 Beams (2) @ 2.0

Part 2 9B‐Y 9B 9 B Y 1/11/19 GH 0.5 2.6 3.1 550 600 0.3 450 460 2.3 500 520 2.9 510 550 510 520 500 520 430 490 440 480 4.9 4.9 Split 30 0.3 2.2 L L L M L M 100 F N Y Y 17/12/2019 Split into TZ

Bolt @ 2.1 C‐Channel @ 1.6 Beams (2) @ 2.1, 0.7 Block @ 0 8

Part 2 9B‐Z 9B 9 B Z 1/11/19 GH TS 0.5 2.5 3.0 530 580 0.3 470 510 2.3 480 500 2.9 530 550 520 540 480 500 460 480 460 470 4.9 4.9 Crack 20 200 2.0 2.4 Crack 30 300 0.3 1.1 L L L M L L 100 F N Y Y 17/12/2019Multiple small holes in timber across pile underwater.

Beam @ 0.9 Block @ 0.9 Multiple small holes in timber across pile underwater.


TopBottom


Bent Num

ber (where

applicable)


licable

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

MIN Distance from

Soffit

(m)

MAX

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

Part 2 10B‐AC1 10B 10 B AC1 1/11/19 GH AS 1.0 2.1 3.1 450 460 1.20 400 420 2.3 390 400 2.9 450 450 390 400 370 380 370 380 370 380 5.0 5.0 Split 10 1.2 2.0 Crack 10 100 1.2 2 Split L L L L L M 100 F N Y Y Y 18/12/2019Beam @ 1.2 Multiple small holes in timber across pile underwater.

Part 2 10B‐T1 10B 10 B T1 14/11/19 GH AH 0.6 1.3 1.9 450 490 1.10 450 490 1.1 420 450 1.7 420 460 420 440 400 410 410 410 4.2 4.2 L L L L L L 100 F N Y Y 18/12/2019 Concrete Headstock


Part 2 11B‐T1 11B 11 B T1 14/11/19 GH AH 0.6 1.3 1.9 400 490 1.10 400 490 1.1 390 470 1.7 430 450 410 410 350 390 370 390 4.3 4.3 L L L M L L 100 F N Y Y 18/12/2019 Concrete Headstock

Part 2 11B‐T2 11B 11 B T2 14/11/19 GH AH 0.7 2.4 3.1 390 450 2.20 390 450 2.3 400 470 2.9 400 470 390 400 360 380 380 400 5.4 5.4 Cavity 130 200 4.35 4.48 M L L M L L 100 P N Y Y 18/12/2019 Cavity Concrete Headstock

Part 2 12B‐T1 12B 12 B T1 14/11/19 GH AH 0.6 1.3 1.9 440 490 1.10 440 490 1.1 440 470 1.7 430 440 430 430 350 420 400 410 4.3 4.3 L L L L L L 100 F N Y Y 18/12/2019Concrete Headstock Beam @ 1.2 ‐ 1.5 (Rotted)


Part 2 13B‐S 13B 13 B S 6/12/19 GH VS 0.9 1.0 460 490 0.35 480 510 1.1 450 510 1.7 480 510 450 480 440 450 440 460 440 450 4.5 4.5Bolt hole cavity

30 Dia 0.7 0.76Bolt hole cavity

30 Dia 0.8 0.86 Crack 5 120 0.35 1 L L L M L L 100 F N Y Y Y 18/12/2019Fair to poor. Bolt hole starting to deplete.

Beam @ 1.3 (rotted) Bolt Heads (2) @ 1.5 Bolt Holes (3) @ 0.6 (30mm) Some Rot in top of pile

Part 2 13B‐T1 13B 13 B T1 14/11/19 GH AS 0.6 1.3 1.9 450 480 1.10 450 480 1.1 440 460 1.7 440 440 390 400 360 390 380 400 4.4 4.4 M L L L L L 100 F N Y Y 18/12/2019Concrete Headstock Multiple small holes in timber across pile underwater.

Part 2 13B‐T2 13B 13 B T2 14/11/19 GH AH 0.6 2.5 3.1 490 530 2.25 490 530 2.3 520 530 2.9 520 530 500 500 480 500 490 490 5.6 5.6 L L L L L L 100 F N Y Y 18/12/2019Concrete Headstock Multiple small holes in timber across pile underwater.

Part 2 14B‐T1 14B 14 B T1 14/11/19 GH AS NA NA 1.9 500 500 1.10 500 500 470 480 1.7 440 470 440 460 400 420 440 440 4.4 4.4 Knot 50 30 3.8 3.9 Cavity 20 120 3.85 3.87Metal

protusion 100 40 1.1 1.75

Metal protusion

100 40 1.1 1.7Metal protusio

n 100 40 1.1 1.6

Metal protusio

n 100 40 1.1 1.6 M M L M L L P N Y Y 18/12/2019 Moderate to heavy borer

Beam @ 1.2 ‐ 1.8 (Rotted) Concrete Headstock Multiple small holes in timber across pile.

Part 2 14B‐T2 14B 14 B T2 15/11/19 KM TS NA NA 3.1 480 490 2.3 380 440 2.9 380 440 390 410 360 370 380 390 5.6 5.6 Cavity 160 60 0 2.8 M M L M L L 30 F N Y Y 18/12/2019Beam @ 2.4 Steel Beams (4) @ from top of pile to 3.0

Part 2 15B‐T1 15B 15 B T1 14/11/19 GH AS NA NA 1.9 460 480 1.10 460 480 2.3 390 420 2.9 370 380 360 380 340 350 360 370 4.5 4.5Metal

protusion 100 40 1.1 1.9

Metal protusion

100 40 1.1 2.2Metal

protusion 100 40 1.1 1.9 L L L L L M 100 F N Y Y 18/12/2019

Beam @ 1.2 ‐ 1.8 (Rotted) Concrete Headstock

Part 2 15B‐T2 15B 15 B T2 15/11/19 KM TS NA NA 3.1 510 520 2.3 420 420 2.9 420 420 410 410 400 410 400 400 5.6 5.6 L L L L L L 30 F N Y Y 18/12/2019

Beam @ 2.4 Steel Braces (4) @ from top of pile to 3.0 Multiple small holes in timber across pile.

Part 2 16B‐T1 16B 16 B T1 14/11/19 GH AS 0.8 1.1 1.9 460 520 1.10 460 520 1.1 450 460 1.7 450 450 430 440 400 430 420 440 4.6 4.6Metal

protusion 100 40 1.1 1.6

Metal protusion

100 40 1.1 1.8 L L L L L L 100 F N Y Y 18/12/2019


Pile on North Side naturally concaved

Part 2 16B‐T2 16B 16 B T2 15/11/19 KM TS NA NA 3.0 530 540 2.3 450 460 2.9 450 460 410 420 390 400 390 400 5.6 5.6 Cavity 60 180 3.5 3.7 Cavity 80 200 3.45 3.6 Cavity (2) 40 200 3.1 3.4 M L L M L M 30 F N Y Y Y 18/12/2019Moderate borer and several small cavities



protusion 100 40 1.1 2.4 M L L M L L 100 F N Y Y 18/12/2019


Part 2 17B‐T2 17B 17 B T2 15/11/19 KM TS NA NA 2.9 480 510 2.3 400 410 2.9 400 410 400 430 380 390 380 390 5.7 5.7 Knot 100 50 3.1 3.2 L M L M L L 30 F N Y Y 18/12/2019

Beam @ 2.4 MAX DIA @ 4.2 Steel Braces (3) @ from top of pile to 3.0 Multiple small holes in timber across pile


protusion 100 40 1.1 2

Metal protusion

100 40 1.1 1.7Metal

protusion 100 40 1.1 2.1

Metal protusion

100 40 1.1 1.5 L L L M L M 100 F N Y Y 18/12/2019


Part 2 18B‐T2 18B 18 B T2 15/11/19 KM TS NA NA 2.9 570 580 2.3 510 530 2.9 510 530 470 500 460 480 460 490 5.7 L L L M L M 30 F N Y Y 18/12/2019

Gap between T.O.P & concrete headstock 25mm Beam @ 2.4 Steel Braces (3) @ from top of pile to 3.0




Part 2 19B‐T2 19B 19 B T2 15/11/19 KM TS NA NA 3.0 530 540 2.3 440 460 2.9 440 460 420 430 360 370 360 370 5.8 5.8 Knot L L L L L M 30 F N Y Y 18/12/2019


Part 2 20B‐T1 20B 20 B T1 15/11/19 MF AH NA NA 1.9 450 480 1.10 1.1 480 480 1.7 480 480 430 460 390 430 370 410 4.8 4.8 Cavity60 x 120

30 3.6 3.7 L L L L L L 100 F N Y Y Y 18/12/2019Multiple small holes in timber across pile. Bolts (4) @ 1.5 , 1.6 , 1.6 , 1.6

Part 2 20B‐T2 20B 20 B T2 15/11/19 KM TS NA NA 3.1 520 530 2.3 420 420 2.9 420 420 370 380 380 380 380 390 5.9 5.9 L L L M L M 30 F N Y Y 18/12/2019


Part 2 29B‐AG2 29B 29 B AG2 15/11/19 MF KM NA NA 3.1 500 500 380 390 2.3 320 360 2.9 450 500 400 460 320 360 340 380 360 370 360 380 330 350 320 360 310 330 320 320 310 330 10.7 11.1 Crack 5 150 top 1.5 Crack 10 180 top 1.7 Rot M H M M M M 100 P Y Y 18/12/2019 Heavy borerBolted to Whaler @ 2.0 Bolted to Fender @ 1.5 Bolted to AG1 @ 1.0


Part 2 35B‐AG2 35B 35 B AG2 15/11/19 MF AH NA NA 3.1 250 260 300 320 310 320 280 280 280 300 300 330 10.4 10.7Missing section

H H H H 30 FAIL N Y Y Y 18/12/2019 Missing above water ‐ splice No pile above water

Part 1 35B‐T1 35B 35 B T1 15/11/19 JB BJ 0.8 1.1 1.9 480 500 1.20 480 500 1.2 450 450 1.8 440 440 430 440 410 420 400 430 4.7 4.7 L L L L L L 50 G N Y Y 18/12/2019

Part 1 35‐Q 35 35 Q 7/12/19 GH SM 0.7 1.2 0.40 440 470 1.1 470 490 1.7 450 480 420 460 390 440 390 430 4.9 4.9 Split 20 0.8 1.2 L L L M L M 100 F N Y Y 18/12/2019


Bolt Holes (2) @ 1 0 & 0 85 (40mm)

Part 1 36B‐R 36B 36 B R 9/12/19 GH TS 1.0 0.9 510 540 0.35 480 490 1.1 470 510 1.7 480 490 470 510 460 460 450 450 430 470 5.0 5.0 Cavity 40 200 1 1.1 L L L L L M 100 F N Y Y 18/12/2019Cavity may be holllowing. Fair to poor.

Cavity opens up inside 1.1 Timber Rot @ Top of pile Multiple small holes in timber across pile.

Part 1 36B‐S 36B 36 B S 9/12/19 GH TS 1.0 0.9 540 540 0.35 460 510 1.1 420 480 1.7 490 520 400 470 380 420 370 390 360 380 4.9 4.9 L L L L L M 100 F N Y Y 18/12/2019

Rotted Beams @ 1.3 Bolt Heads @ 1.4 & 1.6 Multiple small holes in timber across pile.

Part 1 36B‐T1 36B 36 B T1 15/11/19 JB BJ 0.8 1.1 1.9 500 510 1.20 500 510 1.2 470 490 1.8 460 480 450 460 440 450 470 470 4.7 4.7 L L L L L L F Y Y 18/12/2019


Part 2 37B‐AG2 37B 37 B AG2 15/11/19 MF AH NA NA 3.1 290 290 320 330 300 310 320 390 280 290 270 270 370 370 10.4 10.7Missing

above waterH H H H 30 FAIL N Y Y Y 18/12/2019 Missing above water ‐ splice No pile above water

Part 1 37B‐R 37B 37 B R 9/12/19 GH TS 1.0 0.9 470 500 0.35 420 450 1.1 400 450 1.7 420 450 380 440 370 420 350 400 350 370 5.0 5.0 Crack 20 150 0.3 1.3 Crack 50 250 0.3 1.14 Crack 10 60 0.6 1 Crack 20 30 2.1 2.7 Crack 20 30 2.1 2.7 L L L L L M 100 F N Y Y 18/12/2019

Crack @ TOP to 1.1 Timber Rot @ TOP to 1.1 Multiple small holes in timber across pile.

Part 1 37B‐S 37B 37 B S 9/12/19 GH TS 1.0 0.9 460 530 0.35 460 1.1 420 470 1.7 460 420 450 390 410 380 400 370 390 4.8 4.8 Crack 20 50 0.3 1 NA L L NA M M 100 F Y Y Y 18/12/2019Short wrap appears to be over a plate

Timber Rot @ TOP to 0.7 FG Wrap repair present from 0.7 ‐ 1.5 Multiple small holes in timber across pile.

Part 1 37B‐T1 37B 37 B T1 15/11/19 JB BJ 0.8 1.1 1.9 540 560 1.20 540 560 1.2 420 560 1.8 430 510 400 460 420 470 430 460 4.7 4.7 L L L L M L 50 F N Y Y 18/12/2019

Part 1 37B‐T2 37B 37 B T2 15/11/19 JB BJ 0.8 2.1 2.9 500 510 2.20 500 510 2.2 480 510 2.8 480 500 450 480 410 450 410 440 5.8 5.8 L M L L L L 50 F N Y Y 18/12/2019 Multiple small holes in timber across pile.

Part 1 38B‐R 38B 38 B R 9/12/19 GH TS 1.0 0.9 530 570 0.35 500 510 1.1 470 510 1.7 500 510 480 490 460 470 430 450 440 440 4.9 4.9 Crack 15 150 1.1 Cavity 40 150 1 L L L M L L 100 F N Y Y 18/12/2019 Multiple small holes in timber across pile.

Part 1 38B‐S 38B 38 B S 9/12/19 GH TS 1.0 0.9 460 500 0.35 380 410 1.1 380 440 1.7 380 410 370 410 340 350 320 360 320 360 4.8 4.8 Crack 50 100 0.35 1.1 Split 20 0.35 1.1 Splits 20 top 1.1 Cavities (2) 60 150 0.9 L M L M L M 100 F N Y Y Y 18/12/2019 320 min dia. Cracked into TZ

Beam @ 1.3 (rotten) Bolt Heads @ 1.4, 1.5 Multiple small holes in timber across pile.


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)

Survey Date


Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit


Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

4m from Soffit

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed

(FAIL)


Review

Con

ditio

n?

LW to

Mid

9m from Soffit

10m from Soffit

Mid to

Seabed


Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Mid to

Seabed

HW to

LW

11m from Soffit

12m from Soffit


Minimum Diameter

Max Depth (m

m)

Type

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

HW to

LW

LW to

Mid

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Max width (m

m)

Max Depth (m

m)

Type


TopBottom


Bent Num

ber (where

applicable)


licable

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

MIN Distance from

Soffit

(m)

MAX

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)

Survey Date


Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit


Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

4m from Soffit

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed

(FAIL)


Review

Con

ditio

n?

LW to

Mid

9m from Soffit

10m from Soffit

Mid to

Seabed


Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Mid to

Seabed

HW to

LW

11m from Soffit

12m from Soffit


Minimum Diameter

Max Depth (m

m)

Type

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

HW to

LW

LW to

Mid

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Max width (m

m)

Max Depth (m

m)

Type

Part 1 38B‐T1 38B 38 B T1 15/11/19 JB BJ 0.8 1.1 1.9 440 490 1.20 440 490 1.2 410 490 1.8 440 490 450 490 410 470 380 460 4.7 4.7 L M L M L L 100 F N Y Y Y 18/12/2019

Part 1 38B‐T2 38B 38 B T2 15/11/19 JB BJ 0.8 2.1 2.9 530 540 2.20 530 540 2.2 540 540 2.8 530 530 500 520 500 500 510 540 5.7 5.7 Knot 580 580 5.4 5.6 Cavity / split 50 300 2.2 2.7 L L L L L L 100 p N Y Y 18/12/2019 Split in TZ/below water

Part 1 38‐Q 38 38 Q 9/12/19 GH TS 1.0 0.9 0.40 410 480 1.1 430 470 1.7 420 460 400 440 380 450 370 430 5.0 5.0 L L L L L L 100 F N Y Y 18/12/2019Vertical Beams @ TOP to 1.2 Horitontal Beam @ 0.7 ‐ 0.9

Part 1 39B‐S 39B 39 B S 9/12/19 GH TS 1.0 0.9 500 540 0.35 430 450 1.1 430 440 1.7 430 450 400 410 370 390 350 370 340 370 4.9 4.9 Rot TOP M L L L L M 100 P N Y Y 18/12/2019Fair to poor. Moderate to heavy borer. Rot at top

Beam @ 1.3 (rotted). Bolt Heads(2) @ 1.5 Bolt Holes (2) @ 0.8. L‐Bracket @ Top of Pile Multiple small holes in timber across pile.


Part 1 39B‐T2 39B 39 B T2 15/11/19 JB BJ 0.8 2.1 2.9 530 530 2.20 530 530 2.2 510 530 2.8 480 490 460 480 430 460 440 470 5.7 5.7 M M L M M L 50 F N Y Y 18/12/2019Multiple small holes in timber across pile.

Part 1 40B‐R 40B 40 B R 10/12/19 GH AS 1.0 0.9 520 560 0.35 460 490 1.1 410 430 1.7 460 490 390 430 370 410 370 390 340 350 4.9 4.9 Crack 15 200 top 1.1 Split 15 top 1.1 M L L L M M 100 F N Y Y Y 18/12/2019320 min dia. Localised are with moderate to heavy borer LW to MW

Bolt Holes (2) @ 0.8 Multiple small holes in timber across pile.

Part 1 40B‐S 40B 40 B S 10/12/19 GH AS 1.0 0.9 520 530 0.35 450 460 1.1 420 430 1.7 450 460 410 420 390 390 370 370 360 380 4.8 4.8 Split 15 top 1.1 Split 15 top 1.1 L L L L M M 100 F N Y Y 18/12/2019

Beam @ 1.3 (rotted) Bolt Holes @ 0.8 Multiple small holes in timber across pile.


Part 1 40B‐T2 40B 40 B T2 15/11/19 JB VS 0.8 2.1 2.9 440 450 2.20 2.2 440 450 2.8 440 450 440 440 410 430 420 420 5.8 Bolts 2.5 L L L L L L 50 F N Y Y 18/12/2019

Part 1 40‐Q 40 40 Q 10/12/19 GH AS 1.0 0.9 0.40 1.1 520 530 1.7 470 510 530 480 490 470 470 520 530 430 460 4.9 5.0 Crack 15 100 top 0.8 Cavities 0.9 L L L L L L 100 P N Y Y Y 18/12/2019 Fair to poor. Cavities above waterVertical Beams @ TOP to 1.1 Horitontal Beam @ 0.5 ‐ 0.9

Part 1 41B‐R 41B 41 B R 10/12/19 GH AS 1.1 0.8 460 510 0.35 410 440 1.1 430 440 1.7 410 440 390 420 370 380 360 360 350 350 4.9 4.9Depleted bolt

hole 50 Dia 1.1 1.18 Rot Top M L L L M M 100 F N Y Y 18/12/2019

Timber Rot @ TOP to 0.8 Bolt Holes @ 0.8 (30mm) Multiple small holes in timber across pile.

Part 1 41B‐S 41B 41 B S 9/12/19 GH AS 1.1 0.8 510 540 0.35 450 470 1.1 420 430 1.7 450 470 420 430 400 410 380 390 370 390 4.8 4.8 Crack 15 0.8 1.1 Split 60 40 top 4.75 L L L L M M 100 P N Y Y 18/12/2019 Long split below water. Hollowing

Beam @ 1.3 (rotted) Bolt Holes @ 0.8 Split into Seabed @ 3.1 ‐ 3.6 opening up inside pile

Part 1 41B‐T1 41B 41 B T1 15/11/19 JB VS 0.8 1.1 1.9 470 490 1.10 430 450 1.7 430 450 440 440 420 440 410 420 4.8 L L L L L L 50 F N Y Y 18/12/2019

Part 1 41‐Q 41 41 Q 10/12/19 GH AS 1.1 0.8 0.40 540 1.1 490 500 1.7 540 480 490 450 460 410 430 540 540 410 440 4.9 4.9 L L L L M M 100 F N Y Y 18/12/2019Vertical Beams @ TOP to 1.2 Horitontal Beam @ 0.5 ‐ 0.9

Part 1 42B‐R 42B 42 B R 10/12/19 GH AS 1.1 0.8 570 570 0.35 490 520 1.1 520 540 1.7 540 550 510 520 440 450 400 410 380 410 4.9 4.9 Split 20 top 1.1 Split 10 Top 1.2 L L L M M M 100 F N Y Y 18/12/2019Bolt Holes @ 0.8 Multiple small holes in timber across pile.

Part 1 42B‐T1 42B 42 B T1 15/11/19 JB VS 0.8 1.1 1.9 440 440 1.10 380 420 1.7 380 410 380 380 360 380 360 380 4.8 4.8 Cavity 80 60 1.3 1.4 L L L L L L 50 F N Y Y 18/12/2019

Part 1 42B‐T2 42B 42 B T2 15/11/19 JB VS 0.8 2.0 2.8 470 490 2.20 470 480 2.8 470 480 480 500 440 460 450 460 5.8 Beam 2.8 M M L L L M 50 F N Y Y 18/12/2019

Part 1 42‐Q 42 42 Q 10/12/19 GH AS 1.1 0.8 420 0.40 1.1 480 510 1.7 420 460 480 430 460 380 410 360 380 4.9 4.9 L L L L L M 100 F N Y Y 18/12/2019Vertical Beams @ TOP to 1.2 Horitontal Beam @ 0.3 ‐ 0.9

Part 1 43B‐R 43B 43 B R 10/12/19 GH AS 1.1 0.8 420 420 0.35 390 430 1.1 370 400 1.7 380 420 370 400 380 450 350 380 370 390 4.9 4.9 Timber Rot 20 150 top 1.2 Crack 15 150 top 0.7 L L L L L M 100 F N Y Y 18/12/2019

Part 1 43B‐S 43B 43 B S 10/12/19 GH AS 1.1 0.8 490 540 0.35 440 440 1.1 430 440 1.7 440 460 400 440 380 400 380 390 400 490 4.8 4.8 Knot 100 100 4.6 4.8Bolt Hole Cavity

80 150Rot

(moderate)Top M M H L M M 100 P N Y Y 18/12/2019 Cavity in TZ, Rot at top

Timber Rotten @ TOP Beam @ 0.3 from soffit (rotten) Bolt Hole @ 1.2 (50mm)

Part 1 43B‐T1 43B 43 B T1 15/11/19 JB VS 0.8 1.1 1.9 500 530 1.10 490 500 1.7 430 450 430 450 430 450 420 450 4.8 L L L L L L 50 F N Y Y 18/12/2019 Multiple small holes in timber across pile.


Part 1 66B‐W2 66B 66 B W2 18/11/19 GH SM 0.6 2.5 3.1 400 460 0.00 420 420 1.3 400 420 1.9 440 450 400 420 380 390 350 360 350 350 370 380 5.6 5.6 Bolt 0.5 Crack/cavity 20 100 1.4 1.7 L L L L L M F N Y Y Y 18/12/2019 Crack below watewrWhaler @ 1.25 Fender from 0.7 above sofit to below water

Part 1 66B‐Z2 66B 66 B Z2 18/11/19 GH SM 0.6 2.4 3.0 460 480 0.10 440 450 1.8 470 480 430 450 Bolts 0.5 1 L L L L L M F Y Y 18/12/2019Block @ 0.5 Fender @ 0.3 above sofit to below water Whaler @ 1.6

Part 2 9B‐R 9B 9 B R 6/12/19 GH SM 1.2 0.7 420 480 0.35 430 480 1.1 360 410 1.7 370 410 410 460 330 390 330 380 320 380 4.3 4.3 Buldge 3.6 3.85 Crack 10 250 0.35 1.1 M L L L L M 100 F N Y Y 18/12/2019 320 min dia.

Bolt Holes (2) @ 0.65 (30mm) Bolt Holes (2) @ 0.9 ( 30mm) Multiple small holes in timber across pile.

Light Rot @ Top of pile

Part 2 9B‐S 9B 9 B S 6/12/19 GH SM 1.2 0.7 480 490 0.35 440 490 1.1 440 470 1.7 450 460 440 460 390 410 380 380 370 380 4.2 4.2 Split 30 0.35 1.1 Bolt Holes L L L M L L 100 F N Y Y 18/12/2019Splitting between bolt holes near HW

Beam @ 1.3 ‐ 1.55 (rotting). Bolt Holes (2) @ 0.8 (30mm) Bolt Holes (2) @ 0.7 & 0.85 ( 30mm) Multiple small holes in timber across pile.


Part 2 9B‐T2 9B 9 B T2 14/11/19 GH AH 0.7 2.2 2.9 420 430 2.15 420 430 2.3 430 440 2.9 430 440 410 420 400 420 400 420 5.2 5.2 L L L L L L 100 G N Y Y 18/12/2019 Concrete Headstock. Timber whaler


TopBottom


Bent Num

ber (where

applicable)


licable)

No. 1

No. 2

Tape

Distance from

Soffit (m

)

No. 1

No. 2

Tape

Distance from

Soffit (m

)

No. 1

No. 2

Tape

Distance from

Soffit (m

)

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

MIN Distance from

Soffit (m

)

MAX

Distance from

Soffit (m

)

No. 1

No. 2

Tape

Distance from

Soffit (m

)

Part 1 43‐Q 43 43 Q 10/12/19 GH AS 1.1 0.8 1.9 0.40 510 1.1 470 470 1.7 480 500 480 490 450 460 460 460 430 440 4.9 4.9 Knot Crack L L L L L L 100 F N Y Y 19/12/2019Vertical Beams @ TOP to 1.2 Horitontal Beam @ 0.7 ‐ 0.9

Part 1 44‐Q 44 44 Q 10/12/19 GH AS 1.1 0.8 1.9 450 0.40 1.1 470 480 1.7 470 470 490 510 430 430 440 440 430 430 4.9 4.9 Hollow 260 210 1.85 2.13 Hollow 80 110 2.5 2.6 Cavity 100 120 3.35 3.6 M M L M L L 100 FAIL N Y Y 19/12/2019Pipe obstruction underwater near Hollow.

Vertical Beams @ TOP to 1.2. Horizontal Beams @ 0.7 ‐ 0.9. Hollow (1) 360 wide inside, goes up at least 50 mm Hollow (2) gets bigger inside pile Pipe in water next to pile @ 2.0

Part 1 45‐Q 45 45 Q 9/12/19 GH VS 1.0 0.9 1.9 0.40 450 1.1 440 460 1.7 460 500 420 430 400 410 370 400 360 360 4.9 4.9 L L L L L M 100 F N Y Y 19/12/2019Vertical Beams @ TOP to 1.2 Horitontal Beam @ 0.7 ‐ 0.9

Part 1 47‐Q 47 47 Q 9/12/19 GH VS 0.9 1.0 1.9 0.40 460 1.1 420 480 1.7 440 450 430 470 400 410 380 410 360 390 5.0 5.0 Knot 100 4.3 4.4 L M L L L L 100 F N Y Y Y 19/12/2019 Moderate borerBeam @ 0.7 ‐ soffit Vertical Beams @ Top of Pile to 1.2

Part 1 49‐Q 49 49 Q 9/12/19 GH VS 0.9 1.0 1.9 0.40 390 1.1 420 480 1.7 450 480 430 480 380 410 370 390 350 370 5.0 5.0 Crack M M L M M M 100 F N Y Y Y 19/12/2019 Moderate to heavy borer

Beam @ 0.7 ‐ soffit Vertical Beams @ Top of Pile to 1.2 Multiple small holes in timber across pile.

Part 1 51‐Q 51 51 Q 9/12/19 GH VS 0.5 1.4 1.9 550 0.45 490 510 1.0 500 510 1.6 490 510 470 530 440 500 430 440 420 460 5.0 5.0 M L L L L L 100 F N Y Y 19/12/2019

Block @ 0.45 ‐ 1.2 Timber Beam @ 0.2 ‐ 0.5 Block @ 0.5 ‐ 0.8 Brace @ 0 6 ‐ 0 9

Part 1 52‐Q 52 52 Q 9/12/19 GH VS 0.5 1.4 1.9 530 0.45 530 530 1.0 460 480 1.6 530 530 470 510 450 480 450 490 500 510 5.0 5.0 Knot 540 1.3 1.4 Crack 15 120 0.45 1 Rot in Crack 50 150 0.45 1 Knot 100 50 4.75 4.95Cavity in Knot

50 100 4.8 4.9 L L L L L L 100 F N Y Y Y 19/12/2019 Fair to poor. Cavities in knots

Block @ 0.45 ‐ 1.2 & 0.5 ‐ 0.8 Timber Beam @ 0.6 ‐ 0.9 Timber Beam @ 0.2 ‐ 0.5

Part 1 53‐Q 53 53 Q 9/12/19 GH VS 0.5 1.4 1.9 550 0.45 420 440 1.0 450 460 1.6 420 440 450 460 390 440 390 450 380 400 5.0 5.0 L L L M L M 100 F N Y Y 19/12/2019

Blocks (3) @ 0.45 ‐ 1.2 & 0.5 ‐ 0.8 & 0.8 ‐1.2 Timber Beam @ 0.6 ‐ 0.9 Timber Beam @ 0.2 ‐ 0.5

Part 1 63‐Q 63 63 Q 9/12/19 GH VS 0.7 1.2 1.9 0.40 1.1 430 440 1.7 440 460 430 440 400 410 360 410 360 340 5.0 5.0 M M L L L L 100 F N Y Y Y 19/12/2019 Moderate borerOld Fender @ 0.4 ‐ 1.2 Pile Checked out from 0.4 ‐ 1.2 Beams (2) @ 0.4 & 0.6

Part 1 64‐Q 64 64 Q 9/12/19 GH VS 0.7 1.2 1.9 0.40 1.1 530 550 1.7 540 540 520 540 520 540 500 520 520 530 5.0 5.0Bolt Hole /

Cavity 80 Dia 1.2 1.3 L L L L L L 100 F N Y Y 19/12/2019

Old Fender @ 0.4 ‐ 1.2 Pile Checked out from 0.4 ‐ 1.2 Beams (2) @ 0.4 & 0.6 Multiple small holes in timber across pile

Part 1 65‐Q 65 65 Q 9/12/19 GH VS 0.7 1.2 1.9 0.40 1.1 480 510 1.7 470 510 470 490 440 450 420 440 430 480 5.0 5.0 Knot 10 50 2.3 2.4 L M L M L L

L

100 F N Y Y 19/12/2019 moderate to heavy borer

Old Fender @ 0.4 ‐ 1.2 Pile Checked out from 0.4 ‐ 1.2 Beams (2) @ 0.4 (rotten) & 0.6

Part 2 12B‐AC2 12B 12 B AC2 1/11/19 GH TS 0.7 2.4 3.1 500 560 0.3 460 490 2.3 450 450 2.9 510 560 450 450 450 450 420 450 410 440 6.1 6.2 Crack 20 200 1.2 2.2 L L L L L M 100 F N Y Y 19/12/2019Beam @1.4. [email protected].

Part 2 32B‐AD 32B 32 B AD 1/11/19 GH TS 1.3 1.8 3.1 530 540 0.3 480 490 2.3 470 480 2.9 490 530 480 500 470 480 450 450 440 440 440 440 420 430 430 430 7.8 7.9 Crack 10 150 0.3 1.6 Rot 100 0.0 0.7 Nil L L L L L 100 F N Y Y 19/12/2019 Multiple small holes in timber across pile.

Part 1 33B‐T1 33B 33 B T1 15/11/19 JB BJ 0.8 1.1 1.9 500 510 500 510 1.2 480 490 1.8 460 480 450 450 420 430 420 440 4.5 Beam 1.3 L L L L L L 50 F N Y Y 19/12/2019

Part 1 34B‐T2 34B 34 B T2 15/11/19 JB BJ 0.8 2.1 2.9 460 460 2.20 460 460 2.2 430 440 2.8 410 420 420 430 410 420 420 430 5.7 5.7 M L L L L L 100 F N Y Y 19/12/2019 Multiple small holes in timber across pile.

Part 1 35B‐R 35B 35 B R 2/12/19 GH KM 0.9 1.0 1.9 480 490 0.30 430 450 1.1 470 480 1.7 430 450 430 440 400 400 360 390 470 480 360 370 4.7 4.7 Split 25 0.3 1.3 Cavity/Hollow 60 400 1.1 1.16Cavity/Hollo

w60 400 1.1 1.16 Split 25 0.3 1.1

Bolt Holes (2)

30 0.8 0.8 L L L L L M 100 P N Y Y 19/12/2019 Hollowing at splitDefects join inside pile, travels up and down inside split. Multiple small holes in timber across pile.


Part 1 44B‐R 44B 44 B R 9/12/19 GH VS 1.0 0.9 1.9 550 610 0.35 450 520 1.1 460 470 1.7 450 520 460 470 440 440 420 420 410 420 4.8 4.8 Cavity 50 100 2.3 2.4 Crack 15 200 top 1.2 Split 20 top 1.2 M L L M L M 100 F N Y Y 19/12/2019 Fair to poor Multiple small holes in timber across pile.

Part 1 44B‐S 44B 44 B S 9/12/19 GH VS 1.0 0.9 1.9 580 650 0.35 500 520 1.1 510 540 1.7 500 520 520 530 480 520 450 480 460 480 4.9 4.9 Cracks 150 0.35 1.3 Cavity 80 150 1.3 1.38 Crack 10 50 2 2.5 Crack L L L M M M 100 F N Y Y 19/12/2019Underwater split/crack near seabed. Fair to poor. Possible hollowing at TZ/below water cracks

Beam @ 1.3 (rotting) Splits (2) @ TOP ‐ 1.3 Bolt @ 1.2 (60mm) Multiple small holes in timber across pile

Part 1 44B‐T1 44B 44 B T1 15/11/19 JB VS 0.8 1.1 1.9 370 470 1.10 380 490 1.7 390 410 360 400 440 450 400 410 4.8 Cavity 200 100 4 Cavity L L L L M L

L

100 P N Y Y 19/12/2019 Fair to poor.


Part 1 45B‐R 45B 45 B R 9/12/19 GH VS 1.0 0.9 1.9 470 490 0.35 420 430 1.1 400 420 1.7 420 430 400 430 390 400 350 370 330 350 4.8 4.8Depleting Bolt Hole

50 Dia 1.2 1.26 Crack 10 0.35 1.3 Rot L L L M L M 100 F N Y Y Y 19/12/2019Timber Rot @ Top of pile Multiple small holes in timber across pile.

Part 1 45B‐S 45B 45 B S 9/12/19 GH VS 1.0 0.9 1.9 620 630 0.35 530 550 1.1 520 530 1.7 530 550 500 550 530 540 500 530 490 520 4.8 4.8 Cavity 300 150 1.6 2.1 Cavity 350 100 0.6 4.8 Cavity 150 200 0.8 1.4 Rot L L L H H L 100 FAIL N Y Y 19/12/2019 Hollowing

Beam @ 1.3 (rotted) Timber rotten Multiple small holes in timber across pile.


Part 1 45B‐T2 45B 45 B T2 15/11/19 JB VS 0.8 2.1 2.9 470 490 2.20 490 500 2.8 490 500 490 500 500 520 520 530 5.8 L M M L M L 100 F N Y Y Y 19/12/2019

Part 1 46B‐R 46B 46 B R 9/12/19 GH VS 1.0 0.9 1.9 560 580 0.35 490 510 1.1 450 460 1.7 490 510 410 450 300 390 450 470 280 350 5.0 5.0 170 220 Hollow Hollow Cavity M H H L H H 100 FAIL N Y Y 19/12/2019 Hollowing

Part 1 46B‐S 46B 46 B S 9/12/19 GH VS 1.0 0.9 1.9 560 610 0.35 490 510 1.1 1.7 490 510 490 510 540 570 450 460 410 420 5.0 5.0 Cavity 100 100 1.6 1.9 Crack H M L H L M 100 P N Y Y 19/12/2019 heavy depletion

Beams @ 1.3 (rotten) Bolt Heads (2) @ 1.5 Bolt Holes @ 0.9 Multiple small holes in timber across pile



Part 1 47B‐T1 47B 47 B T1 15/11/19 JB VS 0.8 1.1 1.9 490 500 1.10 390 440 1.7 440 520 380 440 360 380 380 400 4.8 L L L L L M 100 F N Y Y 19/12/2019 Multiple small holes in timber across pile.


Part 1 48B‐T1 48B 48 B T1 15/11/19 JB VS 0.8 1.1 1.9 500 510 1.10 500 520 1.7 500 520 480 490 440 440 440 450 4.8 H L L L L L 50 P N Y Y 19/12/2019 heavy borer. Fair to poor. Multiple small holes in timber across pile.


Part 1 49B‐T1 49B 49 B T1 15/11/19 JB VS 0.8 1.1 1.9 430 460 1.10 380 400 1.7 380 400 380 400 370 390 370 390 4.8 M L L L L L 50 F N Y Y 19/12/2019 Beam heavily depleted @ 1.3

Part 1 49B‐T2 49B 49 B T2 15/11/19 JB VS 0.8 2.1 2.9 510 520 2.20 420 450 2.8 420 450 400 410 390 400 420 430 4.8 L L L M L M

L

50 F N Y Y 19/12/2019

Part 1 50B‐T1 50B 50 B T1 15/11/19 JB VS 0.8 1.1 1.9 450 460 1.10 1.1 400 410 1.7 400 400 360 370 350 350 360 360 4.8 L L L L L L 100 F N Y Y 19/12/2019

Part 1 50B‐T2 50B 50 B T2 15/11/19 JB VS 0.8 2.1 2.9 420 450 2.20 390 400 2.8 390 400 390 400 380 390 380 400 6.0 Cavity 150 50 3.5 Crack 15 200 2.2 6 L L L L L L 50 F N Y Y Y 19/12/2019 Fair to poor. Split down length

Part 1 51B‐T1 51B 51 B T1 15/11/19 JB VS 0.8 1.1 1.9 460 480 1.10 1.1 470 480 1.7 430 450 430 440 400 430 420 430 4.8 M M L L L L 100 F N Y Y 19/12/2019 Multiple small holes in timber across pile.

Part 2 52B‐T1 52B 52 B T1 15/11/19 JB VS 0.9 1.0 1.9 460 480 1.1 460 480 1.1 420 430 1.7 420 430 430 440 410 410 400 410 4.8 4.8 M M M M L L 100 F N Y Y 19/12/2019Beam @1.3. Heavy depletion @2.0‐3.0.

Part 2 53B‐S 53B 53 B S 18/11/19 JB AS 0.4 1.5 1.9 500 510 0.34 520 530 1.0 530 540 1.6 450 480 520 520 490 500 470 490 470 470 4.8 4.8 Beam 1.3 1.5 Crack 15 200 0.34 1 L L L M L L 70 F N Y Y 19/12/2019Bolt @ 0.8 Multiple small holes in timber across pile.


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)


Survey Date

Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from

Deck soffit to Sea‐level (m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE


Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

Defect 6

4m from Soffit

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit

9m from Soffit


Max width (m

m)

Max Depth (m

m)

Review

Con

ditio

n?

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed (FAIL)


HW to

LW

LW to

Mid

Mid to

Seabed

HW to

LW

10m from Soffit

11m from Soffit

12m from Soffit


Minimum Diameter

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

LW to

Mid

Mid to

Seabed

Type

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)


TopBottom


Bent Num

ber (where

applicable)


licable)

No. 1

No. 2

Tape

Distance from

Soffit (m

)

No. 1

No. 2

Tape

Distance from

Soffit (m

)

No. 1

No. 2

Tape

Distance from

Soffit (m

)

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

MIN Distance from

Soffit (m

)

MAX

Distance from

Soffit (m

)

No. 1

No. 2

Tape

Distance from

Soffit (m

)


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)


Survey Date

Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


‐ AT PILE

Deck soffit R

L‐ A

T PILE


Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

Defect 6

4m from Soffit

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit

9m from Soffit


Max width (m

m)

Max Depth (m

m)

Review

Con

ditio

n?

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed (FAIL)


HW to

LW

LW to

Mid

Mid to

Seabed

HW to

LW

10m from Soffit

11m from Soffit

12m from Soffit


Minimum Diameter

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

LW to

Mid

Mid to

Seabed

Type

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Part 1 53B‐T1 53B 53 B T1 15/11/19 JB VS 0.8 1.1 1.9 410 410 1.10 410 410 1.1 380 390 1.7 360 380 360 380 360 370 370 390 4.8 4.8 L L L L L L 100 F N Y Y 19/12/2019 Light to moderate borerOld Beams @ 1.3 Multiple small holes in timber across pile.

Part 1 53B‐T2 53B 53 B T2 15/11/19 JB VS 0.8 2.1 2.9 440 480 2.20 400 440 2.5 390 410 400 400 380 400 380 400 380 400 6.0 6.0 L L L L L L 100 F N Y Y 19/12/2019 Old Beam @ 2.4

Part 1 54B‐T1 54B 54 B T1 15/11/19 JB VS 0.8 1.1 1.9 520 540 1.10 520 540 1.1 520 530 1.7 520 540 510 520 470 480 470 490 4.9 4.9 M L L L L L 100 F N Y Y 19/12/2019 Old bracing Beam @ 1.3


Part 1 55B‐T1 55B 55 B T1 15/11/19 JB VS 0.8 1.1 1.9 430 450 1.10 430 450 1.1 430 450 1.7 380 430 380 440 400 410 410 430 4.8 4.8 Cavity 100 50 4.6 4.8 L L L L L L 100 F N Y Y Y 19/12/2019 \Shallow cavity at seabed Old bracing Beam @ 1.3

Part 1 55B‐T2 55B 55 B T2 15/11/19 JB VS 0.8 2.1 2.9 470 480 2.20 470 470 2.5 460 480 430 450 440 440 450 460 5.9 5.9 Knot 100 4.5 M L L L M L 100 F N Y Y 19/12/2019 Old Timber Beam @ 2.4

Part 1 56B‐T1 56B 56 B T1 15/11/19 JB VS 0.8 1.1 1.9 480 500 1.10 480 500 1.1 440 450 1.7 420 440 380 400 380 400 360 400 4.8 4.8 L L Nil L L L 100 G N Y Y 19/12/2019Multiple small holes in timber across pile. Old Bracing beam @ 1.3

Part 1 56B‐T2 56B 56 B T2 15/11/19 JB VS 0.8 2.1 2.9 540 560 2.20 520 540 2.5 520 530 500 500 480 490 490 490 5.9 5.9 L L L L L L 100 F N Y Y 19/12/2019 Old Timber Beam @ 2.4

Part 1 57B‐T1 57B 57 B T1 15/11/19 JB VS 0.8 1.1 1.9 470 500 1.10 470 500 1.1 460 470 1.7 440 450 440 440 430 440 430 440 4.8 4.8 L L L L L L 100 F N Y Y 19/12/2019 Old bracing Beam @ 1.3

Part 1 57B‐T2 57B 57 B T2 14/11/19 JB VS 0.7 2.2 2.9 580 600 2.20 560 580 2.5 550 550 540 550 530 540 530 540 530 540 6.0 6.0 M L L L L L 100 F N Y Y 19/12/2019 Old Beam @ 2.4

Part 1 58B‐T1 58B 58 B T1 15/11/19 JB VS 0.8 1.1 1.9 470 480 1.10 470 480 1.1 430 450 1.7 420 440 420 470 390 400 420 450 4.9 4.9 Cavity 50 100 4 4.1 L L L L L L 100 F N Y Y 19/12/2019 Fair to poor. Depltion pits @ 4.0 ‐ 1.1 Largest 20mm dia


Part 1 59B‐T1 59B 59 B T1 15/11/19 JB VS 0.8 1.1 1.9 370 400 1.10 370 400 1.1 360 400 1.7 360 380 350 360 330 350 370 400 4.8 4.8 M L L L L L 100 F N Y Y 19/12/2019

Part 1 59B‐T2 59B 59 B T2 14/11/19 JB VS 0.7 2.2 2.9 390 420 2.20 360 380 2.5 330 360 330 350 350 360 340 340 340 340 6.0 6.0 M L L L L L 100 F N Y Y 19/12/2019Old Timber Beam @ 2.4 Multiple small holes in timber across pile.

Part 1 60B‐T2 60B 60 B T2 14/11/19 JB VS 0.7 2.2 2.9 500 530 2.20 510 520 2.5 510 510 480 500 450 480 450 480 5.9 5.9 L L L L L L 100 F N Y Y 19/12/2019 Old Beam @ 0.4

Part 1 61B‐T1 61B 61 B T1 14/11/19 JB VS 0.8 1.1 1.9 490 500 1.10 490 500 1.1 400 410 1.7 390 400 400 410 370 400 370 400 4.8 4.8 L L L L L L 100 F N Y Y 19/12/2019


Part 2 62B‐AE 62B 62 B AE 7/11/19 KM BM 1.3 1.8 3.1 470 500 0.3 440 450 2.3 440 450 2.9 480 520 440 470 440 450 410 410 400 410 400 410 370 400 370 370 360 370 8.9 9.2 Crack 20 100 0.3 1.0 Knot 70 6.2 L L L M L M 30 F N Y Y 19/12/2019

Part 1 62B‐T1 62B 62 B T1 14/11/19 JB VS 0.8 1.1 1.9 390 530 1.10 1.1 490 530 1.7 390 400 380 390 360 370 360 380 4.8 4.8 M L L L L M 100 F N Y Y 19/12/2019

Part 1 62B‐T2 62B 62 B T2 14/11/19 JB VS 0.8 2.2 3.0 430 440 2.20 420 450 2.5 420 420 400 400 360 390 350 370 350 370 6.0 6.0 L L L L L M 100 F N Y Y 19/12/2019 Old Beam @ 2.4

Part 1 63B‐T1 63B 63 B T1 14/11/19 JB VS 0.8 1.1 1.9 450 490 1.10 450 490 1.1 450 460 1.7 440 470 400 470 430 450 440 440 4.8 Knot 4.1 4.5 L L L L L L 100 F N Y Y 19/12/2019

Knot @ 4.1 ‐ 4.5 Old beam @ 1.3 Multiple small holes in timber across pile.

Part 1 63B‐T2 63B 63 B T2 14/11/19 JB VS 0.8 2.0 2.8 440 530 2.20 500 550 2.5 530 540 490 500 400 440 410 470 410 470 6.0 6.0 H H M L L M 100 P N Y Y 19/12/2019 Heavy borer Old Beam @ 2.4

Part 1 65B‐T1 65B 65 B T1 13/11/19 GH AH 0.9 1.0 1.9 450 450 0.50 380 430 0.9 440 450 1.5 380 430 400 440 410 410 380 380 380 400 380 400 5.0 5.0 L L L L L L 100 F N Y Y 19/12/2019 Rotting at Soffit. Timber beam @ 1.3 ‐ 1.6. Bolt holes above HW

Part 1 66B‐T1 66B 66 B T1 18/11/19 GH SM 0.6 1.3 1.9 390 400 1.00 140 160 1.5 390 400 260 260 330 330 340 340 4.7 4.7 Broken Pile 1.9 2.1 H H H H H H 100 FAIL N Y Y 19/12/2019Missing section. Top section still connected to beam/deck

Pile Broken @ 1.9 Stump starts @ 2.1

Part 1 66B‐T2 66B 66 B T2 18/11/19 GH SM 0.6 2.4 3.0 400 400 1.00 400 420 1.5 400 400 380 380 370 370 350 370 360 370 4.8 4.8 M M L L L M 100 F N Y Y Y 19/12/2019 Concrete Block @ 0.0 ‐ 1.0

Part 2 9B‐T1 9B 9 B T1 14/11/19 GH AH 0.7 1.2 1.9 480 480 1.10 480 480 1.1 490 490 1.7 480 480 460 490 440 460 440 460 4.0 4.0 L L L L L L 100 F N Y Y 19/12/2019Beam @ 1.2 ‐ 1.5 (Rotted) Concrete Headstock

Part 2 9B‐W1 9B 9 B W1 1/11/19 GH AS 0.6 2.5 3.1 540 540 0.30 450 490 2.3 510 520 2.9 510 530 530 540 510 520 450 470 460 460 460 460 5.2 5.2 Crack 20 150 0.3 1.2 Crack 30 100 0.3 0.4 L M L M L L 100 F N Y Y 19/12/2019Steel Platform @ 2.0 Bolt @ 0.7


TopBottom


Bent Num

ber (where

applicable)


licable

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

MIN Distance from

Soffit

(m)

MAX

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

Part 1 59B‐AD 59B 59 B AD 8/11/19 KM BM 1.3 1.8 3.1 640 700 0.30 580 600 23.0 530 560 2.9 630 680 600 660 530 560 530 550 550 560 540 540 520 530 540 540 540 560 8.1 8.4 Crack 20 140 0.3 2.0 Cavity 200 150 7.7 8 Cavity 80 100 8 8.2 Crack L L L L L M 30 P N Y Y 13/12/2019 Large cavity near seabed Steel Platform @1.9

Part 1 59B‐AE 59B 59 B AE 8/11/19 KM BM 1.3 1.8 3.1 570 580 0.30 480 490 2.3 480 500 2.9 560 560 540 560 480 500 470 480 460 480 480 480 460 490 460 470 430 440 8.9 9.1 Crack 20 100 0.3 1.3 Cavity 200 250 6.5 7.1 Hollow 200 200 7.7 8.2 L L L L L M 30 FAIL N Y Y 13/12/2019 Hollowing Conduit @ 0.6

Part 1 59B‐AF 59B 59 B AF 8/11/19 KM BM 1.3 1.8 3.1 500 540 0.40 490 510 2.3 480 510 2.9 500 490 540 450 480 510 480 490 430 480 470 410 460 410 480 410 480 400 400 450 480 390 9.8 10.1 Split 20 0.4 1.9 Split 20 0.4 2.0 L L L L L M 30 F N Y Y 13/12/2019 Timber Beam @ 1.0

Part 1 59B‐AG1 59B 59 B AG1 8/11/19 KM BM 1.3 1.8 3.1 540 560 0.50 460 480 2.3 450 470 2.9 540 540 510 520 450 470 440 460 410 450 400 430 410 420 410 420 400 410 400 400 390 410 10.3 10.7 Crack 10 100 0.5 1.4 Rot 150 0.5 1.2 Crack 10 120 0.5 1.7 Bolt Hole TZ L M L L L M 30 F N Y Y 13/12/2019Timber Beam @ 1.0 Steel Bar @ 0.8 Steel bracing @ 1.4

Part 1 60B‐AG1 60B 60 B AG1 8/11/19 KM BM 1.3 1.8 3.1 430 520 0.50 430 430 2.3 410 410 2.9 440 490 420 420 410 410 400 420 390 400 380 400 380 390 370 370 370 380 380 430 400 400 10.3 10.7 Split 40 300 0.5 1.8 Cavity 100 150 10 10.1 Cavity L L L L L M 100 P N Y Y 13/12/2019 Multiple cavities near seabed.Metal rod @ 0.8 Beam @ 1.0 ‐ 1.2

Part 2 60B‐S 60B 60 B S 18/11/19 JB AS 0.4 1.5 1.9 580 600 0.34 420 460 1.0 450 470 1.6 500 510 430 430 400 410 380 410 390 420 4.9 4.9Broken Beam ( Damaging)

1.3 1.5 Cracks 15 300 0.34 1.3 Crack 15 100 0.34 1 M L L L L M 70 F N Y Y 13/12/2019Brace Beam (2) @ 0.7 x 0.9 Bolt (2) @ 0.8 Bolt (3) @ 1.2

Part 1 61B‐AE 61B 61 B AE 8/11/19 KM BM 1.3 1.8 3.1 540 550 0.30 460 480 2.3 440 480 2.9 530 550 490 510 440 480 420 440 410 430 410 410 380 380 350 370 340 340 8.9 9.2 Crack 30 100 0.3 2.0 L L L L M M 30 F N Y Y 13/12/2019 Pipe (4) / Conduit @ 0.4 to 0.6

Part 2 61B‐S 61B 61 B S 18/11/19 JB AS 0.4 1.5 1.9 550 600 0.34 450 470 1.0 460 490 1.6 500 520 420 430 420 430 400 400 4.9 4.9Remanent

beam1.3 1.5 Steel brace 100 40 1.4 1.9 Split 30 0.34 Crack 10 200 0.34 1 NIL L L L L M 70 F N Y Y 13/12/2019 Fair to poor. Large split into TZ.

Brace Beam (2) @ 0.7 x 0.9 Bolt @ 0.8 Multiple small holes in timber across pile underwater.

Part 2 61‐Q 61 61 Q 2/12/19 GH JC 0.5 1.4 1.9 530 0.45 490 530 1.0 480 520 1.6 490 530 480 500 450 480 450 470 420 430 5.0 5.0 Crack 5 60 0.45 0.7 Crack 10 80 0.45 0.7 L L L M L L 100 F N Y Y 13/12/2019Fair to poor. Moderte to heavy depletion in TZ

Blocks @ 0.45‐1.2 and 0.5‐0.8 Timber Beams @ 0.6‐0.9 and 0.2‐0.5

Part 1 62B‐AD 62B 62 B AD 8/11/19 KM BM 1.3 1.8 3.1 420 540 0.3 380 440 2.3 370 450 2.9 480 530 440 500 370 450 370 420 390 390 380 390 380 410 400 430 410 440 8.2 8.4 Crack 40 200 0.3 2.1 Crack 40 200 0.3 1.5 Crack 30 300 0.3 2 L M L L L L 30 F N Y Y 13/12/2019 Borer light to moderate

Flexible hose @ 0.6 Walkway attached @ 1.8 Multiple small holes in timber across pile underwater.

Part 1 62B‐AF 62B 62 B AF 8/11/19 KM BM 1.3 1.8 3.1 510 520 0.5 450 480 2.3 450 470 2.9 520 540 430 450 450 470 420 440 420 440 410 420 410 420 400 400 380 390 380 380 9.8 10.1 Crack 10 300 0.5 1.9 Crack 15 250 0.5 2 Crack 15 300 0.5 1.8 Crack 10 300 0.5 2 Knot 6.2 L L L L L M 30 F N Y Y 13/12/2019

Tree branch protrusion (node where branch use to be) 480 ‐ calipers and 6.2 on tape Multiple small holes in timber across pile underwater.

Part 1 62B‐AG1 62B 62 B AG1 8/11/19 KM BM 1.3 1.8 3.1 530 540 0.50 460 480 2.3 440 460 2.9 510 520 500 520 440 460 440 440 420 430 410 430 410 420 410 440 400 410 410 420 400 400 10.2 10.7 Crack 10 180 0.5 1.2 Crack 10 10 0.5 1.2 Crack 15 200 0.5 2 L L L M L M 30 F N Y Y 13/12/2019

Vertical metal Bars (2) @ Concrete to 1.3 metal rod Multiple small holes in timber across entire pile.

Part 2 62‐Q 62 62 Q 2/12/19 GH JC 0.5 1.4 1.9 490 0.45 480 490 1.0 480 490 1.6 480 490 460 480 430 460 450 460 400 440 5.0 5.0 Split 30 0.45 1 NIL L L M L L 100 F N Y Y 13/12/2019Blocks @ 0.45‐1.2 and 0.5‐0.8 Timber Beams @ 0.6‐0.9 and 0.2‐0.5 Bolt @ 0.9

Part 1 63B‐AF 63B 63 B AF 8/11/19 KM BM 1.3 1.8 3.1 490 490 0.50 470 490 2.3 460 480 2.9 500 510 480 530 460 480 430 450 430 430 420 420 410 420 390 400 400 400 390 390 9.8 10.0 Crack 25 300 0.5 2.1 Crack 40 300 0.5 2 Crack 20 250 0.5 1.9 L L L L L L 30 F N Y Y 13/12/2019

Part 1 63B‐AG1 63B 63 B AG1 8/11/19 KM BM 1.3 1.8 3.1 530 540 0.30 520 530 2.3 520 530 2.9 530 540 550 550 520 530 490 530 470 490 460 480 470 470 440 460 440 530 440 460 440 460 10.1 10.6 Crack 10 50 1.0 2.2 Crack 20 150 0.8 2.1 Crack 15 300 0.5 2.1 Cavity 100 150 8.9 9.2 Knot Cavity L L L L L L 30 P N Y Y 13/12/2019 Cavity

Vertical Beams (2) @ Concrete to 1.3 metal bar @ 1.0 Multiple small holes in timber across pile underwater.

Part 1 64B‐AA 64B 64 B AA 11/11/19 GH AS 1.3 1.8 3.1 450 460 0.50 450 450 1.9 420 440 2.5 450 460 450 450 420 430 430 440 400 430 400 410 400 420 6.9 6.9 Cavity 40 200 1.7 1.75 Hole 40 30 1.8 1.85 L L L L L L 100 F N Y Y Y 13/12/2019 Narrow bolt holes above HWTie Beam @ 0.6 Bolt @ 1.0

Part 1 64B‐AB 64B 64 B AB 11/11/19 GH AS 1.3 1.8 3.1 470 510 0.50 420 420 2.0 440 460 2.6 460 490 420 420 440 440 400 420 370 380 370 380 360 400 370 380 7.3 7.3 Split 10 0.5 1.7 M M L L L M 100 F N Y Y 13/11/2019 Borer moderate to high. Bolts (3) @ 1.0 , 2.0 , 2.0 Tie Beams (2) @ 0.7 Pipe @ 0.6

Part 1 64B‐AC2 64B 64 B AC2 11/11/19 GH AS 1.3 1.8 3.1 530 550 1.30 480 510 2.2 470 480 2.75 530 540 460 470 450 450 430 440 430 470 420 430 410 410 7.8 8.0 Split 20 1.3 2.3 Cavity at knot 50 100 6 6.2 L L L L L L 100 F N Y Y Y 13/12/2019 Cavity at knot hole. Fair to poor.

Part 1 64B‐AD 64B 64 B AD 8/11/19 KM BM 1.3 1.8 3.1 480 540 0.3 460 480 2.3 450 480 2.9 500 520 500 510 450 480 440 460 430 450 420 430 400 410 390 410 380 400 390 390 9.7 10.0 L L L M L M 30 F N Y Y Y 13/12/2019

Part 1 64B‐AE 64B 64 B AE 8/11/19 KM BM 1.3 1.8 3.1 490 500 0.30 420 430 2.3 410 420 2.9 480 480 420 470 380 380 410 420 410 410 420 420 390 400 390 390 380 390 8.7 9.0 Crack 60 300 0.3 2.0 Crack 20 300 0.3 1.7 Crack 30 300 0.3 2 L L L L L L 100 F N Y Y 13/12/2019 Wide crack at top

Part 1 64B‐AF 64B 64 B AF 7/11/19 KM DC NA NA 3.1 500 500 0.50 440 440 2.3 450 470 2.9 490 500 480 490 450 470 450 450 430 450 420 440 410 430 400 410 400 410 380 380 9.8 10.1 Split 30 0.5 1.5 Crack 10 50 0.5 1.6 Crack 20 100 0.5 1.2 Cavity 50 100 8.4 8.5 L L L L L L 30 F N Y Y Y 13/12/2019 Small cavities

Part 1 64B‐AG1 64B 64 B AG1 7/11/19 KM DC NA NA 3.1 470 470 0.50 430 440 2.3 440 450 2.9 480 480 460 480 440 450 410 430 420 420 390 400 400 430 390 430 370 390 380 390 400 420 10.3 10.6 Rot (L/M) Top 0.6 Nil L L M L L 30 F N Y Y 13/12/2019 Rot (light to mod) at top.Possible rot / water damage on top of pile Bolt @ 0.9

Part 1 64B‐AG2 64B 64 B AG2 13/11/19 GH AH 0.6 2.5 3.1 460 540 0.50 420 480 2.3 440 470 2.9 490 540 440 520 440 470 340 360 420 420 420 440 390 420 390 420 390 390 380 390 380 390 10.8 11.3 Hollow 480 400 0.5 1.2 Hollow M H M M H M 100 FAIL N Y Y 13/12/2019Two Hollows present, one above water the other underwater.

Bolts @ 1.0 , 1.2 , 1.5 , 1.7 , 2.1 Whaler beam @ 1.9

Part 1 64B‐R 64B 64 B R 18/11/19 JB AS 0.4 1.5 1.9 500 530 0.34 440 470 1.0 440 460 1.6 440 470 430 450 410 420 380 410 380 400 5.0 5.0 Crack 10 100 0.34 0.7 M M L L L M 70 F N Y Y Y 13/12/2019

Part 1 64B‐S 64B 64 B S 18/11/19 JB TS 0.6 1.4 1.9 550 550 0.34 480 500 1.0 480 480 1.6 520 530 450 480 460 480 420 440 410 430 5.0 5.0 Beam 1.4 1.7 Cracks 10 200 0.34 1.2 Crack 10 150 0.34 1.3 L L L L L L 70 F N Y Y 13/12/2019

Part 1 64B‐U 64B 64 B U 11/11/19 GH AS 1.3 1.6 2.9 460 470 0.50 450 450 1.0 410 440 1.6 450 450 400 400 380 380 380 390 380 420 380 420 5.0 5.0 L L L L M L 100 F N Y Y 13/12/2019Multiple small holes in timber across pile underwater.

Bolt @ 0.9 Timber Beam @ 1.4 ‐ 1.7

Part 1 64B‐W 64B 64 B W 13/11/19 GH AH 0.9 2.2 3.1 560 570 0.50 530 540 1.3 540 560 1.9 550 570 540 560 530 530 500 520 490 510 470 500 5.5 5.5 Split 15 0.5 1.5 Cavity 20 70 3.5 3.8Cavity in Knot

L L L L L L 100 F N Y Y 13/12/2019 surface cavities

Part 1 64B‐X 64B 64 B X 13/11/19 GH AH 0.9 2.2 3.1 520 530 0.50 440 450 1.4 440 470 1.8 500 510 440 450 410 430 380 400 350 360 380 390 5.7 5.7 L L L L L M 100 F N Y Y 13/12/2019 Bolt @ 1.0

Part 1 64B‐Y 64B 64 B Y 13/11/19 GH AH 0.9 2.0 2.9 520 560 0.50 450 480 1.6 450 460 2.15 520 540 460 450 440 450 410 430 410 420 410 420 410 420 6.0 6.0 Split 20 0.5 1.8 L L L L L M 100 F N Y Y 13/12/2019 Bolt @ 1.0

Part 1 64B‐Z 64B 64 B Z 13/11/19 GH AH 0.9 2.2 3.1 550 560 0.50 500 530 1.8 470 480 2.35 520 550 490 500 460 480 450 450 430 450 430 430 430 450 6.5 6.5 Split 20 0.5 1.5 L L L L L L 100 F N Y Y 13/12/2019

Part 1 65B‐AA 65B 65 B AA 13/11/19 GH AH 0.9 2.2 3.1 510 510 0.50 430 450 1.8 430 430 2.4 470 510 430 440 430 440 410 410 410 420 410 410 420 430 420 430 7.0 7.0 L M M L L L 100 F N Y Y Y 13/12/2019 Tie Beam (2) @ 0.6

Part 1 65B‐AC1 65B 65 B AC1 13/11/19 GH AH 0.9 2.2 3.1 490 490 1.30 440 440 2.2 430 440 2.8 460 480 430 430 400 410 390 400 390 400 380 410 370 390 7.7 7.7 Split 15 1.3 2.1 Crack 20 50 0.3 1 L L L L M L 100 F N Y Y 13/12/2019 Bolts (2) @ 1.6 , 2.0

Part 1 65B‐AC2 65B 65 B AC2 13/11/19 GH AH 0.9 2.2 3.1 470 490 1.40 390 430 2.2 440 460 2.8 460 470 440 450 400 410 390 400 410 430 410 460 380 410 7.8 8.1 Crack 10 100 1.4 1.9 Crack 10 100 1.4 1.9 Cavity 100 100 7 7.5 Knot L H M M L L 100 P N Y Y 13/12/2019 Heavy borer & Cavity Bolts @ 1.7 , 2.1 , 2.2

Part 1 65B‐AE 65B 65 B AE 7/11/19 KM DC NA NA 2.9 470 490 0.30 420 430 2.3 410 420 2.9 450 470 440 450 410 420 380 400 370 390 360 380 370 390 360 380 360 360 9.0 9.1 Crack 10 150 0.6 1.6 Crack 30 300 0.3 1 L L L L L L 30 F N Y Y 13/12/2019

Part 1 65B‐AG2 65B 65 B AG2 13/11/19 GH AH 0.6 2.5 3.1 440 530 0.50 390 410 2.3 430 430 2.9 420 510 320 440 430 430 410 420 400 410 400 400 400 400 380 400 370 380 360 380 370 380 10.8 11.2 Cavity 100 40 4.0 4.2 Split Crack L M L L M L 100 F N Y Y Y 13/12/2019Whaler Beam @ 1.9 Bolts @ 0.9 , 1.1 , 1.5 , 0.3 , 1.7

Part 1 65B‐S 65B 65 B S 18/11/19 JB TS 0.6 1.4 1.9 540 540 0.34 440 460 1.0 420 460 1.6 460 500 420 440 390 430 360 400 350 390 4.9 4.9 Beam 1.4 1.6 Check out 200 200 0.34 0.7Water staining

Top 1 NIL L L L L M 70 F N Y Y 13/12/2019Tie Beams @ 1.4 , 1.6 Bolts (2) @ 1.0 , 1.0

Part 1 65B‐U 65B 65 B U 13/11/19 GH AH 0.9 2.2 3.1 520 530 0.50 470 490 1.0 450 470 1.6 470 490 460 460 440 460 450 460 410 430 410 430 5.0 5.0 Crack 80 0.5 Bolt 0.9 M M L L L L 50 F N Y Y 13/12/2019Possible Whaler Beam Timber Beam @ 1.4 ‐ 1.7

Part 1 65B‐V 65B 65 B V 13/11/19 GH AH 0.9 2.2 3.1 540 580 0.50 520 520 1.1 510 520 1.7 520 550 530 530 490 540 500 510 490 510 490 510 5.2 5.2 Crack 10 150 0.5 1.3 Bolt 1 L L L L L L F N Y Y 13/12/2019

Part 1 65B‐W 65B 65 B W 14/11/19 GH DC 0.7 2.2 2.9 430 490 0.50 400 440 1.2 390 430 1.8 400 460 390 430 410 430 380 400 360 400 360 400 5.5 5.5 Bolts 1 Crack 15 100 0.5 1.5 Crack 15 80 0.5 1 L L L L L L F N Y Y 13/12/2019

Part 1 65B‐Y 65B 65 B Y 14/11/19 GH DC 0.7 2.4 3.1 460 470 0.50 410 430 1.6 410 410 2.2 460 470 410 420 390 400 370 380 380 400 370 400 370 400 6.1 6.1 Crack 10 200 0.5 1.3 L L L L L L 100 F N Y Y 13/12/2019


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)

Survey Date


Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit


Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

4m from Soffit

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe

DepletionNil / L / M / H / Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed

(FAIL)


Review

Con

ditio

n?

LW to

Mid

9m from Soffit

10m from Soffit

Mid to

Seabed


Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Mid to

Seabed

HW to

LW

11m from Soffit

12m from Soffit


Minimum Diameter

Max Depth (m

m)

Type

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

HW to

LW

LW to

Mid

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Max width (m

m)

Max Depth (m

m)

Type


TopBottom


Bent Num

ber (where

applicable)


licable

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

MIN Distance from

Soffit

(m)

MAX

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)

Survey Date


Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit


Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

4m from Soffit

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe

DepletionNil / L / M / H / Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed

(FAIL)


Review

Con

ditio

n?

LW to

Mid

9m from Soffit

10m from Soffit

Mid to

Seabed


Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Mid to

Seabed

HW to

LW

11m from Soffit

12m from Soffit


Minimum Diameter

Max Depth (m

m)

Type

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

HW to

LW

LW to

Mid

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Max width (m

m)

Max Depth (m

m)

Type

Part 1 65B‐Z 65B 65 B Z 14/11/19 GH DC 0.7 2.2 2.9 520 530 0.50 430 460 1.7 410 430 2.3 480 510 420 470 410 440 410 440 380 390 380 380 370 380 6.5 6.5 Split 15 0.5 1.2 Crack 5 100 0.5 2 L L L L L M 100 F N Y Y 13/12/2019 Bolt @ 1.0

Part 1 66B‐AB 66B 66 B AB 14/11/19 GH DC 0.7 2.4 3.1 410 460 0.30 430 450 2.3 410 440 440 490 450 460 450 450 400 430 380 390 360 390 390 400 7.6 7.9 Bolt 1.8 Bolt 1.8 L L L L L M 100 F N Y Y 13/12/2019Fender Beam from above soffit to 2.4 from soffit Block of wood @ 0.5 from sofit Whlaer Beam @ 0.3

Part 1 66B‐AC1‐A 66B 66 B AC1‐A 14/11/19 GH DC 0.7 2.3 3.0 510 530 1.30 510 2.3 500 510 500 510 470 500 460 460 440 470 420 450 420 430 410 420 7.8 8.2 Bolt 30 1.6 Bolt 30 2.1 L M L M L L 100 F N Y Y 13/12/2019 Whaler beam @ 2.0

Part 1 66B‐S 66B 66 B S 18/11/19 JB AS 0.4 1.5 1.9 650 660 0.34 540 560 1.0 520 540 1.6 570 590 520 540 480 500 450 480 470 480 4.9 4.9 Crack 30 150 0.34 1.3 Crack 30 200 0.34 1.4 L L L L L M 70 F N Y Y 13/12/2019 Cracked into TZ. Fair to PoorBolt @ 0.8 x 50mm Fender @ 0.3 / 1.4

Part 2 8B‐AC1 8B 8 B AC1 1/11/19 GH TS 0.5 2.4 2.9 570 580 1.10 530 530 2.3 530 540 2.9 540 560 530 540 530 540 3.5 3.7 Crack 10 120 1.1 2 M H M L L L 100 P N Y Y 13/12/2019 Borer moderate to heavy

Part 2 8B‐AC2 8B 8 B AC2 1/11/19 GH TS 0.5 2.6 3.1 550 590 1.00 530 530 2.3 500 530 2.9 550 590 530 530 500 530 510 520 3.5 3.7 Crack 10 100 1.0 1.6Rot

(moderate)1 2.5 Knot 150 150+ 2.9 3.1 M M L L L L 100 F N Y Y Y 13/12/2019 Fair to poor. Bolt (2) @1.4

Part 2 8B‐AG1 8B 8 B AG1 8/11/19 GH AS 1.4 1.7 3.1 480 500 0.50 450 460 2.3 430 470 2.9 500 540 500 540 430 470 430 440 420 440 400 410 400 400 400 430 7.4 7.8 Crack 20 200 0.5 2 Split 25 0.5 2 Bolt hole 2.2Rot (light

to moderate)

Top 1 L L L M L M 100 F N Y Y 13/12/2019 Fair to poor. Rot at top

Long Bolt Bracket @ 0.5‐1.6 Bolt @ 0.8 Pipe @ 0.5 Multiple small holes in timber across pile underwater

Part 2 9B‐AA1 9B 9 B AA1 1/11/19 GH TS 0.5 2.6 3.1 500 590 0.30 470 490 2.3 460 470 2.9 490 580 500 540 460 470 440 440 420 440 4.8 4.8 Crack 10 200 0.63 1.03 L L L L M M 100 F N Y Y 13/12/2019Beam @ 0.8 Block @ 0.8

Part 2 9B‐AA2 9B 9 B AA2 1/11/19 GH TS 0.5 2.6 3.1 390 410 0.30 560 570 2.3 530 540 2.9 600 650 590 600 530 540 520 530 510 520 4.7 4.8 Crack (2) 20 200 0.3 2.0 Knot Crack 25 150 0.3 0.6 Crack 20 150 0.3 0.6 Bolt hole 25 2.4 L M L L L M 100 F N Y Y Y 13/12/2019

Beams (2) @ 1.0 , 0.8 Timber Block @ 1.0 Bolt @ 1.9

Part 2 9B‐AB 9B 9 B AB 1/11/19 GH TS 0.5 2.6 3.1 480 500 0.30 440 470 2.3 420 550 2.9 450 500 480 500 420 550 420 430 410 420 4.5 4.6 M L L L L L 100 F N Y Y 13/12/2019Beams (3) @ 1.1, 0.3 Timber Block @ 0.9 Bolt @ 2.1

Part 2 9B‐AC1 9B 9 B AC1 1/11/19 GH TS 0.5 2.5 3.0 510 520 1.3 480 490 2.3 480 490 2.9 460 470 480 490 460 480 460 480 4.5 4.6 L M L L L L 100 F N Y Y 13/12/2019

Part 2 9B‐AC2 9B 9 B AC2 1/11/19 GH TS 0.5 2.4 2.9 550 560 1.10 520 530 2.0 510 520 2.6 520 550 500 520 490 500 480 510 4.4 4.5 Crack 20 200 1.2 2.2 L L L L L L 100 F N Y Y 13/12/2019

Bolt (2) @ 1.5 Beam @ 1.4 Multiple small holes in timber across entire pile.


TopBottom


Bent Num

ber (where

applicable)


licable

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

No. 1

No. 2

MIN Distance from

Soffit

(m)

MAX

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

Part 2 10B‐Q 10B 10 B Q 6/12/19 GH SM 1.2 0.7 1.9 0.40 440 450 1.1 430 440 1.7 410 480 430 440 410 430 390 420 380 430 4.4 4.4 Cavity 70 150 1.1 1.15 L L L L L L 100 F N Y Y 17/12/2019 Fair to poor. Cavity in TZ

Block @ 0.35 ‐ 1.15 Beam @ 0.6 ‐ 0.9 (rotting) Block and Beam @ 0.2 ‐ 0.8 Bolt Hole @ 0 9

Part 2 10B‐R 10B 10 B R 6/12/19 GH SM 1.2 0.7 1.9 480 530 0.35 410 450 1.1 420 450 1.7 430 440 410 430 400 430 380 400 380 390 4.4 4.4 Buldge 20 3.1 3.25Metal

Protrusion70 30 1.4 2.4 Crack 10 100 0.35 0.7 L M L L L M 100 F N Y Y 17/12/2019 Bolt Hole @ 0.9 (30mm)

Part 2 10B‐S 10B 10 B S 6/12/19 GH SM 1.2 0.7 1.9 510 520 0.35 440 480 1.1 460 500 1.7 420 500 460 490 460 470 480 490 490 490 4.3 4.3 Cavity 30 300 0.8 0.83 Bolt holes TZ L L L L M L 100 F N Y Y Y 17/12/2019Beam @ 1.3 ‐ 1.6 (rotting) Bolt Holes (3) @ 0.85 (30mm)

Part 2 11B‐Q 11B 11 B Q 6/12/19 GH SM 1.2 0.7 1.9 0.40 510 550 1.1 530 600 1.7 510 540 520 560 490 490 460 470 440 480 4.5 4.5 Cavity 180 25 4 4.5Bolt Hole Cavity

40 Dia 1 1.1Bolt Hole Cavity

35 Dia 1.1 1.17 M L L L L M 100 P N Y Y Y 17/12/2019 Bolt holes are depleting

Beam and Block @ 0.4 ‐ 1.2 Beam @ 0.5 ‐ 0.7 Beam @ 0.2 ‐ 0.5

Block @ 0 5 ‐ 0 8

Part 2 11B‐R 11B 11 B R 6/12/19 GH SM 1.2 0.7 1.9 430 490 0.35 380 430 1.1 370 410 1.7 390 410 380 400 360 390 340 370 350 380 4.5 4.5 Crack 30 50 0.35 0.55 Crack 30 80 0.35 0.65 Knot 25 30 1.3 1.37 Rot M L L L L M 100 F N Y Y 17/12/2019 Rot at top. Multiple bolt holes

Bolt @ 1.8 (60mm) Bolt Holes (4) @ 0.8 ‐ 0.9 (30mm) Light Rot in Top of pile Multiple small holes in timber across pile

Part 2 11B‐S 11B 11 B S 6/12/19 GH SM 1.2 0.7 1.9 520 520 0.35 500 520 1.1 500 530 1.7 460 530 470 500 460 480 430 480 460 460 4.4 4.4Metal

Protrusion 90 30 1.5 2.1 Split 20 0.35 1.15

Bolt Hole Cavity

60 Dia 0.8 0.85 L L L M L L 100 F N Y Y 17/12/2019 Split and bolt holes in TZ

Beam @ 1.3 (rotting) Bolt Holes (2) @ 0.8 (30mm) Bolt Heads (2) @ 1.35 & 1 45

Part 2 12B‐R 12B 12 B R 6/12/19 GH VS 1.0 0.9 1.9 550 600 0.35 490 500 1.1 490 530 1.7 490 500 490 510 480 490 440 450 410 440 4.6 4.6 Crack 20 150 0.35 1 Crack (2) 10 150 0.35 1.2 L L L L L M 100 F N Y Y 17/12/2019 Bolt holes (2) @ 0.85

Part 2 12B‐S 12B 12 B S 6/12/19 GH VS 1.0 0.9 1.9 490 510 0.35 470 490 1.1 440 460 1.7 470 490 450 470 440 450 420 430 410 420 4.5 4.5 Crack 5 100 0.35 1.2 Bolt holes (2) L L L L L L 100 F N Y Y 17/12/2019

Beam @ 1.3 (rotting) Bolts @ 1.5 & 2.0 Bolt holes (2) @ 0.8 (30mm)

Part 2 12‐Q 12 12 Q 6/12/19 GH SM 1.2 0.7 1.9 0.40 400 450 1.1 440 450 1.7 440 450 440 480 390 410 340 390 380 380 4.6 4.6 Cavity 300 100 3.9 4.4 Knot 100 100 3.7 4 Bolt Hole 40 Dia 1.1 1.16 Bolt Hole L L L M L M 100 P N Y Y 17/12/2019 Cavity

Block @ 0.4 ‐ 1.2 Beam @ 0.5 ‐ 0.7 Beam and Block @ 0.2 ‐ 0.8 Bolt Holes @ 0 9 (30mm)

Part 2 13B‐R 13B 13 B R 6/12/19 GH VS 1.0 0.9 1.9 550 600 0.35 490 510 1.1 470 490 1.7 490 510 420 450 400 420 370 390 360 390 4.6 4.6Depletion Cavity

200 15 0.5 1.2Depletion Cracks

20 100 0.6 1.2 Rot 300 50 0.35 1 L L L M M M 100 F N Y Y Y 17/12/2019Fair to poor. Moderate depletion along pile length. Rot at top.

Bolt Hole @ 0.6 30mm

Part 2 13‐Q 13 13 Q 6/12/19 GH VS 1.0 0.9 1.9 0.40 520 530 1.1 530 530 1.7 520 530 420 500 470 490 460 510 440 460 4.7 4.7 Crack 5 100 0.4 1.3 Bolt Holes (3) TZ L L L M L L

L

100 F N Y Y 17/12/2019


Part 2 14B‐R 14B 14 B R 6/12/19 GH VS 0.9 1.0 1.9 480 490 0.35 460 480 1.1 460 470 1.7 460 480 470 490 430 480 410 460 440 450 4.6 4.6 Crack 10 100 0.35 1 Crack 20 100 0.35 1 Bolt holes HW L L L L M L 100 F N Y Y 17/12/2019

Bolt @ 1.0 Bolt Holes (2) @ 0.9 Multiple small holes in timber across pile underwater.

Part 2 14B‐S 14B 14 B S 6/12/19 GH VS 0.9 1.0 1.9 520 530 0.35 510 520 1.1 470 480 1.7 510 520 440 490 430 480 420 450 410 440 4.5 4.5 Split 20 0.35 1.2 Hollow 100 100 0.35 1.2 L M L L L M 100 P N Y Y 17/12/2019 Hollowing at splitBeam @ 1.3 Bolt Holes (3) @ 0.8 (30mm) Hollow is in behind split

Part 2 14‐Q 14 14 Q 7/12/19 GH AG 0.8 1.1 1.9 0.40 470 550 1.1 540 550 1.7 470 550 540 560 500 500 450 450 450 450 4.7 4.7 L M L M L L 100 F N Y Y 17/12/2019 Light to moderate borer


Bolt Hole @ 1 0 (30mm)

Part 2 15B‐R 15B 15 B R 7/12/19 GH AG 0.8 1.1 1.9 520 570 0.35 480 520 1.1 460 460 1.7 480 520 440 450 420 430 400 400 400 400 4.7 4.7 Cavity 200 100 1.3 1.8 Cavity 200 50 0.6 1 Bolt holes (4) L L L M M M 100 P N Y Y 17/12/2019 Fair to poorCavity (#2) ‐ Hole goes down 250mm inside pile Bolt Holes (4) @ 0.8 (30mm)

Part 2 15B‐S 15B 15 B S 7/12/19 GH AG 0.9 1.0 1.9 470 490 0.35 410 480 1.1 420 430 1.7 410 480 390 430 360 400 360 380 350 370 4.6 4.6 Bolts holes (5) Cavity (2) 50 20 1 1.3 L L L M L M 100 F N Y Y 17/12/2019

Beam @ 1.3 (rotten) Bolt Heads (2) @ 1.5 Bolt Holes (5) @ 1.3, 1.1, 0.7 (30mm) Multiple small holes in timber across pile

Part 2 15‐Q 15 15 Q 7/12/19 GH AG 0.8 1.1 1.9 0.40 350 370 1.1 400 420 1.7 350 370 380 380 350 360 330 340 340 340 4.7 4.7 Bolt hole (3) HW TZ L L L L L L 100 F N Y Y 17/12/2019


Bolt Holes (3) @ 1 0 & 1 2

Part 2 16B‐R 16B 16 B R 7/12/19 GH AG 0.9 1.0 1.9 560 560 0.35 520 550 1.1 480 490 1.7 520 550 430 460 400 420 360 400 340 360 4.8 4.8 Bolt Hole L L L L L M 100 F N Y Y 17/12/2019 Multiple small holes in timber across pile. Bolt Hole @ 0.8 30mm

Part 2 16B‐S 16B 16 B S 7/12/19 GH AG 0.9 1.0 1.9 480 500 0.35 440 470 1.1 410 440 1.7 440 470 400 410 370 380 340 340 340 360 4.7 4.7 Split 15 0.35 1.1 Crack 10 200 0.35 1 Rot L L L L L M 100 F N Y Y Y 17/12/2019Split is cavitating (extent not clear). Fair to poor condition

Beam @ 1.3 (rotten) Bolt Heads (2) @ 1.5 Bolt Holes (2) @ 0.8 Split is hollowing out inside

Part 2 16‐Q 16 16 Q 7/12/19 GH AS 0.9 1.0 1.9 0.40 480 530 1.1 520 520 1.7 480 530 510 520 500 510 490 500 500 500 4.8 4.8 Knot 100 50 4.65 4.8 Bolt hole Nil L L M L L 100 F N Y Y 17/12/2019



Part 2 17B‐R 17B 17 B R 7/12/19 GH AG 1.0 0.9 1.9 560 600 0.35 490 580 1.1 500 530 1.7 490 580 530 570 430 460 410 440 410 440 4.7 4.7 Rot 150 250 0.35 0.55 L L L L M M 100 F N Y Y 17/12/2019Rot at top is cavitating. (extent not clear). Fair to poor condition

Steel pipe running down side of pile from soffit to SB Bolt Holes (2) @ 1.1 30mmMultiple small holes in timber across pile.

Part 2 17B‐S 17B 17 B S 7/12/19 GH AG 1.0 0.9 1.9 540 560 0.35 530 540 1.1 410 460 1.7 530 540 450 460 450 470 430 440 400 400 4.7 4.7 Cracks (3) 20 150 0.35 1.5 Crack 15 150 0.35 1 Crack 15 150 0.35 0.8 L L L L L M 100 F N Y Y 17/12/2019 Cracked below water.

Beam @ 1.3 (rotten) Bolt Heads (2) @ 1.5 Bolt Holes (2) @ 0.8 30mm Multiple small holes in timber across pile

Part 2 17‐Q 17 17 Q 7/12/19 GH AG 1.0 0.9 1.9 0.40 480 500 1.1 440 460 1.7 480 500 430 480 410 420 370 390 370 390 4.8 4.8 Bolt hole (2) HW Cavity 50 20 TZ L L L L L L 100 F N Y Y 17/12/2019


Bolt Hole (2) @ 1 2 & 1 0 30mm

Part 2 18B‐R 18B 18 B R 7/12/19 GH AG 1.0 0.9 1.9 620 650 0.35 600 600 1.1 510 570 1.7 600 600 550 570 480 480 480 520 420 510 4.7 4.7 Cavity 200 50 0.75 1.3 Crack Nil L L L L M 100 F N Y Y 17/12/2019Bolt Holes (2) @ 0.8 30mm Steel 'C' Channel @ 0.75 ‐ 0.9Multiple small holes in timber across pile.

Part 2 18B‐S 18B 18 B S 7/12/19 GH AG 1.0 0.9 1.9 560 560 0.35 500 500 1.1 470 490 1.7 500 500 450 470 440 450 430 440 420 440 4.7 4.7 Crack 20 150 0.35 1.2 Cracks (2) 15 100 0.35 0.8 Nil L L L L L 100 F N Y Y 17/12/2019

Beam @ 1.3 (rotten) Bolt Heads (2) @ 1.5 Bolt Holes (3) @ 0.8 & 1.1 30mm Multiple small holes in timber across pile

Part 2 18‐Q 18 18 Q 7/12/19 GH AG 1.0 0.9 1.9 0.40 460 480 1.1 460 470 1.7 460 480 470 470 440 480 450 460 520 440 450 4.8 4.8 Knot 250 70 2.8 3.05 Nil L L L L L 100 F N Y Y 17/12/2019



Part 2 19B‐R 19B 19 B R 7/12/19 GH AG 1.0 0.9 1.9 0.35 400 440 1.1 410 420 1.7 400 440 400 400 370 370 350 350 330 350 4.8 4.8 Crack Nil L L L L L 100 F N Y Y 17/12/2019

Large Orange conduits either side of pile at TOP. Bolt @ 1.0 protrudes 100 either side Steel Beams @ 0.75 ‐ 0.9 Multiple small holes in timber across pile

Part 2 19B‐S 19B 19 B S 7/12/19 GH AG 1.0 0.9 1.9 510 570 0.35 450 470 1.1 450 450 1.7 450 470 420 430 390 390 360 360 350 350 4.8 4.8 Crack 20 200 0.35 1 Crack 25 150 0.8 1.3 L L L M L M 100 F N Y Y 17/12/2019

Beam @ 1.3 (rotten) Bolt Heads (2) @ 1.5 Bolt Holes (3) @ 0.8 Multiple small holes in timber across pile

Part 2 19‐Q 19 19 Q 7/12/19 GH AG 1.0 0.9 1.9 0.40 450 470 1.1 500 530 1.7 450 470 500 520 480 500 460 480 450 470 4.9 4.9Depleted Bolt

Holes x 2 50 Dia 0.95 1.1

Depleted Bolt Holes

50 Dia 1.1 1.25 Cracks (8) 10 100 0.35 1 L L L M L L 100 F N Y Y Y 17/12/2019 Bolt hole cavities


Steel Beam @ 0 75 ‐ 0 9

Part 2 20B‐R 20B 20 B R 7/12/19 GH AG 1.0 0.9 1.9 460 520 0.35 460 500 1.1 440 460 1.7 460 500 430 430 400 410 370 390 360 370 4.9 4.9Depleted bolt

hole 50 200 1 1.1 Cracks x 2 20 150 0.35 1 Crack 20 250 0.35 1 Nil L L L L M 100 F N Y Y 17/12/2019 Bolt Holes (2) @ 0.8 30mm

Part 2 20B‐S 20B 20 B S 7/12/19 GH AG 1.0 0.9 1.9 540 560 0.35 480 530 1.1 460 470 1.7 480 530 420 450 400 420 370 390 360 380 4.8 4.8 Crack 15 150 0.35 1 Cracks (2) 10 150 0.35 1 Bolt hole (3) 20 HW Nil L L L L M 100 F N Y Y 17/12/2019

Beam @ 1.3 (rotten) Bolt Heads (2) @ 1.5 Bolt Holes (3) @ 0.9 30mm

Part 2 20‐Q 20 20 Q 7/12/19 GH AG 1.0 0.9 1.9 0.40 490 530 1.1 550 580 1.7 490 530 530 560 500 520 460 500 490 500 4.9 4.9 Crack 20 150 0.4 1.1 Nil L L L L L 100 F N Y Y 17/12/2019



Part 2 21B‐T2 21B 21 B T2 15/11/19 KM TS 0.8 2.1 2.9 520 520 2.3 450 460 2.9 450 460 430 440 410 420 400 410 5.9 L L L M M M 30 F N Y Y Y 17/12/2019Fair to poor. Moderate depletion along pile length. Narrow at top of pile.

Beam @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 21‐Q 21 21 Q 7/12/19 GH AG 1.0 0.9 1.9 0.40 490 520 1.1 440 520 1.7 490 520 460 540 490 510 460 480 430 460 4.9 4.9 Crack 15 20 0.4 1.1 Crack 30 200 0.4 1.1 Nil L L M L L 100 F N Y Y Y 17/12/2019


Bolt Holes (3) @ 0 9 & 1 0 30mm

Part 2 22B‐S 22B 22 B S 29/11/19 GH VS 0.7 1.3 2.0 560 660 0.30 530 600 1.1 530 600 1.7 490 600 530 550 510 530 490 500 490 510 4.9 4.9 Crack 5 300 0.3 1.1 L L L L L M 100 F N Y Y 17/12/2019

Beam @ 1.3 (ROTTEN) Bolt Holes @ 0.8 ‐ 0.9 (30mm) Multiple small holes in timber across pile.

Part 2 22B‐T1 22B 22 B T1 15/11/19 MF AH 0.8 1.1 1.9 510 520 1.10 1.1 500 560 1.7 500 560 430 530 400 420 410 460 4.7 4.7 Knot L L L M L M 100 F N Y Y 17/12/2019 Bolts (4) @ 1.6

Part 2 22B‐T2 22B 22 B T2 15/11/19 KM TS 0.8 2.2 3.0 530 540 2.3 410 430 2.9 410 430 380 380 350 360 330 390 5.9 5.9 M L L M L M 30 F N Y Y Y 17/12/2019 330 dia.


Part 2 22‐Q 22 22 Q 7/12/19 GH AG 1.0 0.9 1.9 0.40 300 1.1 430 540 1.7 300 520 530 500 560 480 500 470 480 5.0 5.0 Crack 40 150 0.4 1.2 Crack 20 150 0.4 1.2 L L L M‐H L M 100 P N Y Y Y 17/12/2019300 dia. Moderate to heavy depletion TZ



Part 2 23B‐S 23B 23 B S 29/11/19 GH VS 0.7 1.3 2.0 530 530 0.30 420 460 1.1 460 470 1.7 460 460 430 440 390 410 360 380 340 360 4.8 4.8 Cavity 80 120 1 1.1 M L L M L M 100 F N Y Y Y 17/12/2019340 dia. Moderate to heavy borer. Fair to poor.

Beam @ 1.3 (Rotten) Bolt @ 0.8 (50mm) Multiple small holes in timber across pile.

Part 2 23B‐T1 23B 23 B T1 15/11/19 MF AH 0.8 1.1 1.9 400 420 1.10 400 420 1.1 380 380 1.7 380 380 350 350 350 350 350 350 4.7 4.7 L L L L L L 100 F N Y Y 17/12/2019 Metal Bolts (4) @ 1.9

Part 2 23B‐T2 23B 23 B T2 15/11/19 KM TS 0.8 2.1 2.9 540 550 2.3 530 560 2.9 530 560 530 550 520 550 510 530 5.9 5.9 Cavity 30 50 L L L L L L 30 F N Y Y 17/12/2019Brace @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Max width (m

m)

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m)

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LW

11m from Soffit

12m from Soffit


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m)

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ecked?

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men

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arine Growth (m

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ditio

n Goo


or (P

) / Failed

(FAIL)


Review

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n?

LW to

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9m from Soffit

10m from Soffit


umber

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(Auto Generated)

Bent

Bent ID Breakdown


licable)

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Supervisor

Diver

VTS Tide

RL (m

CD)

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(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit



TopBottom


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licable

No. 1

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)

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)

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)

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m)

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m)

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HW to

LW

11m from Soffit

12m from Soffit


Minimum Diameter

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m)

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m)

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m)

Tape

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)

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)

Mid to

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m)

Type

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m)

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Mid to

Seabed

Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

4m from Soffit

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed

(FAIL)


Review

Con

ditio

n?

LW to

Mid

9m from Soffit

10m from Soffit


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)

Survey Date


Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit


Part 2 24B‐S 24B 24 B S 29/11/19 GH VS 0.7 1.3 2.0 540 550 0.30 450 460 1.1 430 440 1.7 470 490 400 420 380 390 360 370 350 360 4.9 4.9Depletion Crack

10 10 3 3.5 Bolt Holes 30 n/s 0.75 0.85 L L L M‐H M M 100 P N Y Y 17/12/2019 Moderate to heavy depletion TZ

Beam @ 1.3 (rotten) Bolt @ 0.7 Multiple small holes in timber across pile.

Part 2 24B‐T1 24B 24 B T1 15/11/19 JB BJ 0.8 1.1 1.9 490 520 1.20 490 520 1.2 490 510 1.8 500 500 480 480 460 460 460 480 4.7 4.7 Split 20 1.2 1.8 L L L L L L 100 P N Y Y 17/12/2019 Split into TZ. Fair to poor. Big split at tidal zone.

Part 2 24B‐T2 24B 24 B T2 15/11/19 KM TS 0.8 2.1 2.9 530 540 2.3 490 490 2.9 490 490 460 470 440 450 430 450 5.9 5.9 L L L L L L 30 F N Y Y 17/12/2019Brace @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 25B‐S 25B 25 B S 29/11/19 GH VS 0.8 1.2 2.0 520 520 0.30 430 440 1.1 420 440 1.7 440 450 400 410 400 410 350 360 340 350 4.8 4.8 Cavity 50 80 3 3.1 Bolt holes (2) 30 N/S 0.9 0.9 L L L M L M 100 F N Y Y Y 17/12/2019 Small cavity was not photographed.Beam @ 1.3 (rotten) Bolts (2) @ 0.9 (70mm)Multiple small holes in timber across pile.


Part 2 25B‐T2 25B 25 B T2 15/11/19 KM TS 0.8 2.1 2.9 490 510 2.3 430 440 2.9 430 440 390 400 390 410 450 450 5.9 5.9 Cavity 40 100 5.5 5.6 Cavity 30 120 5.6 5.7 Cavity 30 80 5.75 5.8 Knot L L L L L L 30 F N Y Y Y 17/12/2019 Narrow cavities

Max Dia 490 @3.9 Beam @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 25‐Q 25 25 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 440 480 1.1 440 440 1.7 460 470 430 440 410 420 370 390 370 390 5.0 5.0 L L L L L L 100 F N Y Y 17/12/2019



Part 2 26B‐T1 26B 26 B T1 15/11/19 JB BJ 0.8 1.1 1.9 390 400 1.20 390 400 1.2 350 350 1.8 350 360 340 370 320 350 310 320 4.7 4.7 L L L L L M 100 F N Y Y 17/12/2019

Part 2 26B‐T2 26B 26 B T2 15/11/19 KM TS 0.8 2.1 2.9 530 2.3 490 2.9 420 440 400 410 370 410 420 470 5.8 5.8 M M L M L M 30 F N Y Y 17/12/2019


Part 2 26‐Q 26 26 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 480 520 1.1 480 490 1.7 480 530 470 490 460 470 450 460 450 470 5.0 5.0 Buldge 30 3.85 4.75 L L L M L L 100 F N Y Y 17/12/2019

Block @ 0.4 ‐ 1.2. Beam @ 0.5 ‐ 0.7 Beam and Block @ 0.2 ‐ 0.8 Bolt Hole @ 1.0 30mm

Light

Part 2 27B‐T2 27B 27 B T2 15/11/19 KM TS 0.8 2.1 2.9 550 560 2.3 520 530 2.9 520 530 490 490 470 480 460 460 5.8 5.8 L L L L M L 30 F N Y Y 17/12/2019


Part 2 27‐Q 27 27 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 520 540 1.1 510 540 1.7 520 550 500 530 480 490 450 490 450 470 4.9 Crack 10 50 0.4 1.2 L L L L M M 100 F N Y Y 17/12/2019


Bolt Holes (2) @ 0 9 & 0 85 30mm

Part 2 28B‐R 28B 28 B R 29/11/19 GH VS 0.8 1.2 2.0 420 430 0.30 370 380 1.1 370 380 1.7 370 390 330 350 210 320 290 310 280 300 4.8 4.8 Cavity 80 200 1 1.08 Cavity 90 Dia 1.2 1.29 Crack 5 100 top 1 Crack 10 150 TOP 1 L L L L H M 100 P N Y Y Y 17/12/2019 210 dia. Cavities and depletionBolt Holes (2) @ 0.9 (30mm) Multiple small holes in timber across pile.

Part 2 28B‐S 28B 28 B S 29/11/19 GH VS 0.8 1.2 2.0 550 560 0.30 520 540 1.1 530 540 1.7 520 540 520 530 480 490 450 460 430 440 4.8 4.8 Cavity 40 200 1 1.05 Bolt Hole 30 0.8 0.8 Cavity 40 40 0.8 1.1 L L L L L L 100 F N Y Y Y 17/12/2019 Fair to poor. Cavity at HW

Beam @ 1.3 (rotten) Bolt (2) @ 0.9 (50mm) Bolts (2) @ 0.8 & 0.9 (100mm)


Part 2 28B‐T2 28B 28 B T2 15/11/19 KM TS 0.8 2.0 2.8 250 570 2.3 500 530 2.9 490 500 490 500 460 480 470 470 5.7 5.7 L L L H L L 30 P N Y Y Y 17/12/2019250 dia. Moderate to heavy depletion at HW

Brace @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 28‐Q 28 28 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 510 530 1.1 430 550 1.7 530 540 430 540 440 530 460 500 460 480 4.9 4.9 Knot 100 40 4.4 4.5 Knot 60 35 3.3 3.42 L L L L L L 100 F N Y Y 17/12/2019



Part 2 29B‐S 29B 29 B S 29/11/19 GH VS 0.8 1.2 2.0 540 550 480 500 1.1 460 470 1.7 470 500 460 470 400 410 390 400 390 400 4.7 4.7 Cavity 80 150 1.1 1.2 Bolt Holes (3) 30 n/s 0.8 0.8 L M L L M M 100 F N Y Y 17/12/2019

Beam @ 1.3 (rotten) Bolt (2) @ 0.7 (50mm) Multiple small holes in timber across pile.

Part 2 29B‐T1 29B 29 B T1 15/11/19 JB BJ 0.8 1.1 1.9 470 530 1.20 470 530 1.2 500 530 1.8 490 530 480 520 500 520 480 550 4.6 4.6 Crack 20 NR TZ L L L L L L 100 F N Y Y 17/12/2019

Part 2 29B‐T2 29B 29 B T2 15/11/19 KM TS 0.8 2.1 2.9 490 510 2.3 460 490 2.9 460 490 460 480 450 450 420 460 5.8 5.8 L L L M M L 30 F N Y Y 17/12/2019Brace @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 29‐Q 29 29 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 440 450 1.1 440 470 1.7 450 460 420 460 410 430 410 410 380 430 4.9 4.9 Crack 20 110 0.4 1.2 Split 25 0.8 1.2 L L L L L L 100 F N Y Y 17/12/2019



Part 2 30B‐S 30B 30 B S 29/11/19 GH VS 0.8 1.2 2.0 520 560 0.30 470 480 1.1 480 490 1.7 450 500 400 460 390 410 370 400 370 420 4.7 4.7 Bolt hole (3) 30 N/S 0.8 0.9 L M L M M M 100 P N Y Y 17/12/2019 Moderate to heavy borerBeam @ 1.3 (rotten) Bolt (3) @0.6 ‐ 0.8


Part 2 30B‐T2 30B 30 B T2 15/11/19 KM TS 0.8 2.1 2.9 500 510 2.3 460 490 2.9 460 490 430 450 440 440 430 440 5.7 5.7 Crack 5 40 4.8 5.7 L L L M M L 30 F N Y Y 17/12/2019 Brace @ 2.4 Steel Braces (3) @ from top of pile to 3.0

Part 2 30‐Q 30 30 Q 7/12/19 GH SM 0.8 1.1 1.9 0.40 1.1 460 470 1.7 480 500 460 480 430 470 420 460 410 470 4.9 4.9 Cavity 50 70 4.65 4.8 Knot 100 10 4.1 4.2Cavity

around bolt hole

50 80 1.1 1.18 L L L M L L 100 F N Y Y 17/12/2019


Bolt HoleS (2) @ 1 1 30mm

Part 2 31B‐S 31B 31 B S 2/12/19 GH KM 0.9 1.0 1.9 550 630 0.30 490 560 1.1 470 540 1.7 490 530 480 530 450 490 450 470 450 480 4.7 4.7 Cavity 60 100 1 1.03 Metal 60 Bolt hole (3) 30 N/S 0.8 1 Crack 10 200 0.3 1 Crack L L L M L M 100 F N Y Y Y 17/12/2019 Bolt holes below water

Beam @ 1.3 (rotten) Cavity hollows out inside ‐ through pile Multiple small holes in timber across pile.

Part 2 31B‐T1 31B 31 B T1 15/11/19 JB BJ 0.8 1.1 1.9 530 550 1.20 520 550 1.8 510 540 480 490 470 480 4.7 Beam 0.9 L L L L L L 100 F N Y Y 17/12/2019 Multiple small holes in timber across pile.


Part 2 31‐Q 31 31 Q 7/12/19 GH SM 0.7 1.2 1.9 0.40 480 490 1.1 480 490 1.7 490 500 470 470 460 490 450 460 450 460 4.9 4.9 Cavity 70 180 2.9 3 L L L M L L 100 P N Y Y Y 17/12/2019Pile has cavity which opens up into a hollow inside pile.



Part 1 32B‐R 32B 32 B R 2/12/19 GH KM 0.9 1.0 1.9 540 550 0.30 470 480 1.1 450 460 1.7 470 480 450 460 430 470 400 420 490 490 4.8 4.8 Cavity 40 300 1.3 1.34 Cavity (2) 50 250 1 1.5 Bolt holes (2) 30 N/S 0.8 0.8 L L L L‐M M L 100 P N Y Y Y 17/12/2019Fair to poor. Possible hollow connecting cavities

Cavity appears to holow inside Cavity (2) joins inside pile

Part 1 32B‐S 32B 32 B S 2/12/19 GH KM 0.9 1.0 1.9 520 590 0.30 450 460 1.1 490 510 1.7 450 460 480 480 450 450 430 430 420 440 4.7 4.7Metal

protrusion 1.5

metal protrusion

1.6Split

(hollowing)20 0.5 1.2

Bolt holes (3)

30 N/S 0.8 0.8 Cavity 40 200 0.95 1 L L L M L M 100 P N Y Y 17/12/2019 Holling at split

Beam @ 1.3 (rotting) Pile Hollows in split Bolt Hole @ 0.7 (30mm, 200 deep)

Part 1 32B‐T1 32B 32 B T1 15/11/19 JB BJ 0.8 1.1 1.9 500 530 1.20 470 480 1.8 460 470 450 470 460 470 4.6 Beam 1.3 L L L L L M 50 F N Y Y 17/12/2019 Multiple small holes in timber across pile.

Part 1 32‐Q 32 32 Q 7/12/19 GH SM 0.7 1.2 1.9 0.40 1.1 490 490 1.7 460 470 480 480 470 480 470 490 540 510 450 480 4.9 4.9 Knot 470 50 3.8 4.05 Cavity 100 100 4.1 4.3 Knot 60 40 3.15 3.4 Cavity 90 50 3.05 3.25 Cavity 60 60 2.75 2.95 L M L M L L 100 F N Y Y 17/12/2019 Fair to poor. Cavities.



Part 1 33B‐R 33B 33 B R 2/12/19 GH KM 0.8 1.1 1.9 500 540 0.30 450 490 1.1 440 460 1.7 450 490 450 460 430 440 410 420 400 410 4.7 4.7 Split 25 100 0.3 1.1 Cavity/Hollow 80 330 1 1.1 Cavity 100 200 0.9 1 Cavity 100 130 1.2 1.32 Split 40 0.3 1 Cavity 80 250 1 1.08 L L L M L L 100 P N Y Y 17/12/2019 Cavities and hollowing

Cavity/Hollow ‐ opens up inside, goes up + Down Bolt @ 0.7 protrudes 50mm Top of Pile from 1.2 up is Hollow, possibly lower Split is Hollow Inside

Part 1 33B‐S 33B 33 B S 2/12/19 GH KM 0.8 1.1 1.9 500 510 0.30 410 440 1.1 420 440 1.7 410 440 410 440 400 420 360 390 390 400 4.6 4.6 Bolt hole (4) 30 N/S 0.85 0.05 L L L M L M 100 F N Y Y 17/12/2019

Beam @ 1.3 (rotting) bOLTS @ 1.5 & 1.7 Block of wood @ 0.7 ‐ 1.2 (200mm)

Part 1 33B‐T2 33B 33 B T2 15/11/19 JB BJ 0.8 2.1 2.9 530 540 2.20 530 540 2.2 490 510 2.8 470 510 460 480 450 470 490 500 5.7 5.7 M L L M L L 100 F N Y Y 17/12/2019

Part 1 33‐Q 33 33 Q 7/12/19 GH SM 0.7 1.2 1.9 0.40 430 460 1.1 450 450 1.7 440 450 410 440 380 420 370 390 4.9 4.9 Cavity 90 130 4.4 4.5 L L L L L L 100 P N Y Y 17/12/2019 Fair to poor



Part 1 34B‐R 34B 34 B R 2/12/19 GH KM 0.9 1.0 1.9 500 570 0.30 380 430 1.1 380 390 1.7 380 430 380 380 360 370 360 370 340 350 4.8 4.8 Cavity 50 180 1 1.05 Bolt Holes (2) 30 N/S 0.8 0.8 Cavity 50 180 1 1.05 Cracks (2) 10 100 0.3 0.6 L L L L M M 100 F N Y Y 17/12/2019 Fair to poor. Multiple cavities Light pile rot at TOP

Part 1 34B‐T1 34B 34 B T1 15/11/19 JB BJ 0.8 1.1 1.9 570 580 1.20 570 580 1.2 540 560 1.8 520 550 520 550 470 520 520 490 4.6 L L L M L L 100 F N Y Y 17/12/2019 Multiple small holes in timber across pile.

Part 1 34‐Q 34 34 Q 7/12/19 GH SM 0.7 1.2 1.9 0.40 1.1 460 500 1.7 470 480 460 500 460 470 470 480 540 430 450 4.9 4.9 Knot 200 4.2 4.55 Cavity 150 150 4.3 4.5 Cavity 80 50 3.15 3.3 M L L L L L 100 P N Y Y 17/12/2019 Cavity


Part 1 35B‐S 35B 35 B S 2/12/19 GH KM 0.9 1.0 1.9 460 510 0.30 430 450 1.1 400 410 1.7 430 450 400 400 390 400 400 400 380 400 4.7 4.7 Checkout 350 15 0.6 1.05 Bolt Holes (4) 30 n/s 0.8 0.8 Split 10 s/n 0.3 0.5 L M L L M L 100 F N Y Y 17/12/2019 Fair to por. Multipe bolt holes

Beam @ 1.3 (rotten) Bolt@ 1.5 & 1.6 Light Rot at Top of Pile

Multiple small


TopBottom


Bent Num

ber (where

applicable)


licable

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

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Soffit

(m)

No. 1

No. 2

No. 1

No. 2

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No. 2

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No. 1

No. 2

MIN Distance from

Soffit

(m)

MAX

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

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m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

HW to

LW

LW to

Mid

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Max width (m

m)

Max Depth (m

m)

Type

HW to

LW

11m from Soffit

12m from Soffit


Minimum Diameter

Max Depth (m

m)

Type

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Mid to

Seabed


Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Mid to

Seabed

Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

4m from Soffit

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed

(FAIL)


Review

Con

ditio

n?

LW to

Mid

9m from Soffit

10m from Soffit


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)

Survey Date


Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit


Part 1 51B‐AE 51B 51 B AE 12/11/19 KM BM NA NA 3.1 490 510 0.30 420 440 2.3 410 420 2.9 470 500 460 490 410 420 400 410 390 420 380 380 370 380 360 370 360 370 8.7 8.9 L L L L L M

L

30 G N Y Y 17/12/2019 Steel @ 0.8

Part 1 51B‐AG1 51B 51 B AG1 12/11/19 KM BM NA NA 3.1 600 650 0.90 530 540 530 530 2.3 600 650 550 580 530 530 510 520 480 480 460 470 460 460 470 520 420 430 410 420 400 420 10.2 10.8 Crack 15 140 0.9 2 Crack 10 100 0.9 1.4 Crack 10 300 0.9 2 Knot NIL L L L L L 30 F N Y Y 17/12/2019

Concrete Packer @ 0.5 ‐ 0.9 Bolts @ 1.1 , 1.3 Vertical Bracing @ 0.0 ‐ 1.5

Part 2 9B‐U 9B 9 B U 1/11/19 GH AS 0.6 2.5 3.1 470 530 0.30 420 450 2.3 400 420 2.9 470 520 440 480 400 420 380 400 350 370 330 360 5.3 5.3 Crack 10 200 0.3 2.0 Nil L L L L M 100 F N Y Y 17/12/2019 Beams (4) @ 0.6, 1.0, 2.5

Part 2 9B‐V 9B 9 B V 1/11/19 GH AS 0.6 2.5 3.1 560 560 0.3 490 530 2.3 530 530 2.9 530 560 510 530 530 530 490 490 450 490 470 490 5.3 5.3 Crack 15 150 0.3 2.0 Crack 10 100 0.3 1.9 L L L L L L 100 G N Y Y 17/12/2019Steel platform @ 2.0 Beams (2) @ 0.3

Part 2 9B‐W2 9B 9 B W2 1/11/19 GH AS 0.6 2.5 3.1 560 560 0.30 460 480 2.3 450 470 2.9 510 540 470 540 450 470 450 450 450 460 450 460 5.1 5.1 Crack 15 200 0.3 1.0 Knot 100 25 2.95 3.05 Cavity 70 30 2.95 3.05 L L L L L M 100 F N Y Y 17/12/2019 Beam @ 0.6

Part 2 9B‐X 9B 9 B X 1/11/19 GH AS 0.6 2.5 3.1 530 560 0.30 500 530 2.3 560 550 2.9 520 560 540 560 550 560 530 540 530 550 530 550 5.0 5.0 Crack 30 300 1.0 2.4 Crack 20 200 0.3 2 Crack 10 200 0.3 2.2 Crack 15 200 0.3 1 L L L L L M 100 F N Y Y 17/12/2019Split below water. Light to moderate borer

Beam @ 0.7 Beams (2) @ 2.0

Part 2 9B‐Y 9B 9 B Y 1/11/19 GH 0.5 2.6 3.1 550 600 0.3 450 460 2.3 500 520 2.9 510 550 510 520 500 520 430 490 440 480 4.9 4.9 Split 30 0.3 2.2 L L L M L M 100 F N Y Y 17/12/2019 Split into TZ

Bolt @ 2.1 C‐Channel @ 1.6 Beams (2) @ 2.1, 0.7 Block @ 0 8

Part 2 9B‐Z 9B 9 B Z 1/11/19 GH TS 0.5 2.5 3.0 530 580 0.3 470 510 2.3 480 500 2.9 530 550 520 540 480 500 460 480 460 470 4.9 4.9 Crack 20 200 2.0 2.4 Crack 30 300 0.3 1.1 L L L M L L 100 F N Y Y 17/12/2019Multiple small holes in timber across pile underwater.

Beam @ 0.9 Block @ 0.9 Multiple small holes in timber across pile underwater.


TopBottom


Bent Num

ber (where

applicable)


licable

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Distance from

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Soffit

(m)

Part 2 10B‐AC1 10B 10 B AC1 1/11/19 GH AS 1.0 2.1 3.1 450 460 1.20 400 420 2.3 390 400 2.9 450 450 390 400 370 380 370 380 370 380 5.0 5.0 Split 10 1.2 2.0 Crack 10 100 1.2 2 Split L L L L L M 100 F N Y Y Y 18/12/2019Beam @ 1.2 Multiple small holes in timber across pile underwater.



Part 2 11B‐T1 11B 11 B T1 14/11/19 GH AH 0.6 1.3 1.9 400 490 1.10 400 490 1.1 390 470 1.7 430 450 410 410 350 390 370 390 4.3 4.3 L L L M L L 100 F N Y Y 18/12/2019 Concrete Headstock

Part 2 11B‐T2 11B 11 B T2 14/11/19 GH AH 0.7 2.4 3.1 390 450 2.20 390 450 2.3 400 470 2.9 400 470 390 400 360 380 380 400 5.4 5.4 Cavity 130 200 4.35 4.48 M L L M L L 100 P N Y Y 18/12/2019 Cavity Concrete Headstock

Part 2 12B‐T1 12B 12 B T1 14/11/19 GH AH 0.6 1.3 1.9 440 490 1.10 440 490 1.1 440 470 1.7 430 440 430 430 350 420 400 410 4.3 4.3 L L L L L L 100 F N Y Y 18/12/2019Concrete Headstock Beam @ 1.2 ‐ 1.5 (Rotted)


Part 2 13B‐S 13B 13 B S 6/12/19 GH VS 0.9 1.0 460 490 0.35 480 510 1.1 450 510 1.7 480 510 450 480 440 450 440 460 440 450 4.5 4.5Bolt hole cavity

30 Dia 0.7 0.76Bolt hole cavity

30 Dia 0.8 0.86 Crack 5 120 0.35 1 L L L M L L 100 F N Y Y Y 18/12/2019Fair to poor. Bolt hole starting to deplete.

Beam @ 1.3 (rotted) Bolt Heads (2) @ 1.5 Bolt Holes (3) @ 0.6 (30mm) Some Rot in top of pile

Part 2 13B‐T1 13B 13 B T1 14/11/19 GH AS 0.6 1.3 1.9 450 480 1.10 450 480 1.1 440 460 1.7 440 440 390 400 360 390 380 400 4.4 4.4 M L L L L L 100 F N Y Y 18/12/2019Concrete Headstock Multiple small holes in timber across pile underwater.

Part 2 13B‐T2 13B 13 B T2 14/11/19 GH AH 0.6 2.5 3.1 490 530 2.25 490 530 2.3 520 530 2.9 520 530 500 500 480 500 490 490 5.6 5.6 L L L L L L 100 F N Y Y 18/12/2019Concrete Headstock Multiple small holes in timber across pile underwater.

Part 2 14B‐T1 14B 14 B T1 14/11/19 GH AS NA NA 1.9 500 500 1.10 500 500 470 480 1.7 440 470 440 460 400 420 440 440 4.4 4.4 Knot 50 30 3.8 3.9 Cavity 20 120 3.85 3.87Metal

protusion 100 40 1.1 1.75

Metal protusion

100 40 1.1 1.7Metal protusio

n 100 40 1.1 1.6

Metal protusio

n 100 40 1.1 1.6 M M L M L L P N Y Y 18/12/2019 Moderate to heavy borer


Part 2 14B‐T2 14B 14 B T2 15/11/19 KM TS NA NA 3.1 480 490 2.3 380 440 2.9 380 440 390 410 360 370 380 390 5.6 5.6 Cavity 160 60 0 2.8 M M L M L L 30 F N Y Y 18/12/2019Beam @ 2.4 Steel Beams (4) @ from top of pile to 3.0

Part 2 15B‐T1 15B 15 B T1 14/11/19 GH AS NA NA 1.9 460 480 1.10 460 480 2.3 390 420 2.9 370 380 360 380 340 350 360 370 4.5 4.5Metal

protusion 100 40 1.1 1.9

Metal protusion

100 40 1.1 2.2Metal


Beam @ 1.2 ‐ 1.8 (Rotted) Concrete Headstock

Part 2 15B‐T2 15B 15 B T2 15/11/19 KM TS NA NA 3.1 510 520 2.3 420 420 2.9 420 420 410 410 400 410 400 400 5.6 5.6 L L L L L L 30 F N Y Y 18/12/2019



protusion 100 40 1.1 1.6

Metal protusion

100 40 1.1 1.8 L L L L L L 100 F N Y Y 18/12/2019


Pile on North Side naturally concaved

Part 2 16B‐T2 16B 16 B T2 15/11/19 KM TS NA NA 3.0 530 540 2.3 450 460 2.9 450 460 410 420 390 400 390 400 5.6 5.6 Cavity 60 180 3.5 3.7 Cavity 80 200 3.45 3.6 Cavity (2) 40 200 3.1 3.4 M L L M L M 30 F N Y Y Y 18/12/2019Moderate borer and several small cavities



protusion 100 40 1.1 2.4 M L L M L L 100 F N Y Y 18/12/2019


Part 2 17B‐T2 17B 17 B T2 15/11/19 KM TS NA NA 2.9 480 510 2.3 400 410 2.9 400 410 400 430 380 390 380 390 5.7 5.7 Knot 100 50 3.1 3.2 L M L M L L 30 F N Y Y 18/12/2019

Beam @ 2.4 MAX DIA @ 4.2 Steel Braces (3) @ from top of pile to 3.0 Multiple small holes in timber across pile


protusion 100 40 1.1 2

Metal protusion

100 40 1.1 1.7Metal

protusion 100 40 1.1 2.1

Metal protusion

100 40 1.1 1.5 L L L M L M 100 F N Y Y 18/12/2019


Part 2 18B‐T2 18B 18 B T2 15/11/19 KM TS NA NA 2.9 570 580 2.3 510 530 2.9 510 530 470 500 460 480 460 490 5.7 L L L M L M 30 F N Y Y 18/12/2019





Part 2 19B‐T2 19B 19 B T2 15/11/19 KM TS NA NA 3.0 530 540 2.3 440 460 2.9 440 460 420 430 360 370 360 370 5.8 5.8 Knot L L L L L M 30 F N Y Y 18/12/2019


Part 2 20B‐T1 20B 20 B T1 15/11/19 MF AH NA NA 1.9 450 480 1.10 1.1 480 480 1.7 480 480 430 460 390 430 370 410 4.8 4.8 Cavity60 x 120

30 3.6 3.7 L L L L L L 100 F N Y Y Y 18/12/2019Multiple small holes in timber across pile. Bolts (4) @ 1.5 , 1.6 , 1.6 , 1.6

Part 2 20B‐T2 20B 20 B T2 15/11/19 KM TS NA NA 3.1 520 530 2.3 420 420 2.9 420 420 370 380 380 380 380 390 5.9 5.9 L L L M L M 30 F N Y Y 18/12/2019


Part 2 29B‐AG2 29B 29 B AG2 15/11/19 MF KM NA NA 3.1 500 500 380 390 2.3 320 360 2.9 450 500 400 460 320 360 340 380 360 370 360 380 330 350 320 360 310 330 320 320 310 330 10.7 11.1 Crack 5 150 top 1.5 Crack 10 180 top 1.7 Rot M H M M M M 100 P Y Y 18/12/2019 Heavy borerBolted to Whaler @ 2.0 Bolted to Fender @ 1.5 Bolted to AG1 @ 1.0


Part 2 35B‐AG2 35B 35 B AG2 15/11/19 MF AH NA NA 3.1 250 260 300 320 310 320 280 280 280 300 300 330 10.4 10.7Missing section

H H H H 30 FAIL N Y Y Y 18/12/2019 Missing above water ‐ splice No pile above water

Part 1 35B‐T1 35B 35 B T1 15/11/19 JB BJ 0.8 1.1 1.9 480 500 1.20 480 500 1.2 450 450 1.8 440 440 430 440 410 420 400 430 4.7 4.7 L L L L L L 50 G N Y Y 18/12/2019

Part 1 35‐Q 35 35 Q 7/12/19 GH SM 0.7 1.2 0.40 440 470 1.1 470 490 1.7 450 480 420 460 390 440 390 430 4.9 4.9 Split 20 0.8 1.2 L L L M L M 100 F N Y Y 18/12/2019


Bolt Holes (2) @ 1 0 & 0 85 (40mm)

Part 1 36B‐R 36B 36 B R 9/12/19 GH TS 1.0 0.9 510 540 0.35 480 490 1.1 470 510 1.7 480 490 470 510 460 460 450 450 430 470 5.0 5.0 Cavity 40 200 1 1.1 L L L L L M 100 F N Y Y 18/12/2019Cavity may be holllowing. Fair to poor.

Cavity opens up inside 1.1 Timber Rot @ Top of pile Multiple small holes in timber across pile.

Part 1 36B‐S 36B 36 B S 9/12/19 GH TS 1.0 0.9 540 540 0.35 460 510 1.1 420 480 1.7 490 520 400 470 380 420 370 390 360 380 4.9 4.9 L L L L L M 100 F N Y Y 18/12/2019

Rotted Beams @ 1.3 Bolt Heads @ 1.4 & 1.6 Multiple small holes in timber across pile.



Part 2 37B‐AG2 37B 37 B AG2 15/11/19 MF AH NA NA 3.1 290 290 320 330 300 310 320 390 280 290 270 270 370 370 10.4 10.7Missing

above waterH H H H 30 FAIL N Y Y Y 18/12/2019 Missing above water ‐ splice No pile above water

Part 1 37B‐R 37B 37 B R 9/12/19 GH TS 1.0 0.9 470 500 0.35 420 450 1.1 400 450 1.7 420 450 380 440 370 420 350 400 350 370 5.0 5.0 Crack 20 150 0.3 1.3 Crack 50 250 0.3 1.14 Crack 10 60 0.6 1 Crack 20 30 2.1 2.7 Crack 20 30 2.1 2.7 L L L L L M 100 F N Y Y 18/12/2019

Crack @ TOP to 1.1 Timber Rot @ TOP to 1.1 Multiple small holes in timber across pile.

Part 1 37B‐S 37B 37 B S 9/12/19 GH TS 1.0 0.9 460 530 0.35 460 1.1 420 470 1.7 460 420 450 390 410 380 400 370 390 4.8 4.8 Crack 20 50 0.3 1 NA L L NA M M 100 F Y Y Y 18/12/2019Short wrap appears to be over a plate

Timber Rot @ TOP to 0.7 FG Wrap repair present from 0.7 ‐ 1.5 Multiple small holes in timber across pile.

Part 1 37B‐T1 37B 37 B T1 15/11/19 JB BJ 0.8 1.1 1.9 540 560 1.20 540 560 1.2 420 560 1.8 430 510 400 460 420 470 430 460 4.7 4.7 L L L L M L 50 F N Y Y 18/12/2019

Part 1 37B‐T2 37B 37 B T2 15/11/19 JB BJ 0.8 2.1 2.9 500 510 2.20 500 510 2.2 480 510 2.8 480 500 450 480 410 450 410 440 5.8 5.8 L M L L L L 50 F N Y Y 18/12/2019 Multiple small holes in timber across pile.

Part 1 38B‐R 38B 38 B R 9/12/19 GH TS 1.0 0.9 530 570 0.35 500 510 1.1 470 510 1.7 500 510 480 490 460 470 430 450 440 440 4.9 4.9 Crack 15 150 1.1 Cavity 40 150 1 L L L M L L 100 F N Y Y 18/12/2019 Multiple small holes in timber across pile.

Part 1 38B‐S 38B 38 B S 9/12/19 GH TS 1.0 0.9 460 500 0.35 380 410 1.1 380 440 1.7 380 410 370 410 340 350 320 360 320 360 4.8 4.8 Crack 50 100 0.35 1.1 Split 20 0.35 1.1 Splits 20 top 1.1 Cavities (2) 60 150 0.9 L M L M L M 100 F N Y Y Y 18/12/2019 320 min dia. Cracked into TZ

Beam @ 1.3 (rotten) Bolt Heads @ 1.4, 1.5 Multiple small holes in timber across pile.


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)

Survey Date


Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit


Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

4m from Soffit

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed

(FAIL)


Review

Con

ditio

n?

LW to

Mid

9m from Soffit

10m from Soffit

Mid to

Seabed


Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max width (m

m)

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m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Mid to

Seabed

HW to

LW

11m from Soffit

12m from Soffit


Minimum Diameter

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m)

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)

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)

HW to

LW

LW to

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Type


TopBottom


Bent Num

ber (where

applicable)


licable

No. 1

No. 2

Tape

Distance from

Soffit

(m)

No. 1

No. 2

Tape

Distance from

Soffit

(m)

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MIN Distance from

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MAX

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Soffit

(m)

No. 1

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Tape

Distance from

Soffit

(m)


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)

Survey Date


Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


(m)

‐ AT PILE

Deck soffit R

L‐ A

T PILE

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit


Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

4m from Soffit

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed

(FAIL)


Review

Con

ditio

n?

LW to

Mid

9m from Soffit

10m from Soffit

Mid to

Seabed


Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Type

Mid to

Seabed

HW to

LW

11m from Soffit

12m from Soffit


Minimum Diameter

Max Depth (m

m)

Type

Max width (m

m)

Max Depth (m

m)

Tape

Distance from

Soffit (m

)

Tape

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)

Max width (m

m)

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m)

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)

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)

HW to

LW

LW to

Mid

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)

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)

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Distance from

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)

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Distance from

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)

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)

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Distance from

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)

Type

Max width (m

m)

Max Depth (m

m)

Type

Part 1 38B‐T1 38B 38 B T1 15/11/19 JB BJ 0.8 1.1 1.9 440 490 1.20 440 490 1.2 410 490 1.8 440 490 450 490 410 470 380 460 4.7 4.7 L M L M L L 100 F N Y Y Y 18/12/2019

Part 1 38B‐T2 38B 38 B T2 15/11/19 JB BJ 0.8 2.1 2.9 530 540 2.20 530 540 2.2 540 540 2.8 530 530 500 520 500 500 510 540 5.7 5.7 Knot 580 580 5.4 5.6 Cavity / split 50 300 2.2 2.7 L L L L L L 100 p N Y Y 18/12/2019 Split in TZ/below water

Part 1 38‐Q 38 38 Q 9/12/19 GH TS 1.0 0.9 0.40 410 480 1.1 430 470 1.7 420 460 400 440 380 450 370 430 5.0 5.0 L L L L L L 100 F N Y Y 18/12/2019Vertical Beams @ TOP to 1.2 Horitontal Beam @ 0.7 ‐ 0.9

Part 1 39B‐S 39B 39 B S 9/12/19 GH TS 1.0 0.9 500 540 0.35 430 450 1.1 430 440 1.7 430 450 400 410 370 390 350 370 340 370 4.9 4.9 Rot TOP M L L L L M 100 P N Y Y 18/12/2019Fair to poor. Moderate to heavy borer. Rot at top

Beam @ 1.3 (rotted). Bolt Heads(2) @ 1.5 Bolt Holes (2) @ 0.8. L‐Bracket @ Top of Pile Multiple small holes in timber across pile.


Part 1 39B‐T2 39B 39 B T2 15/11/19 JB BJ 0.8 2.1 2.9 530 530 2.20 530 530 2.2 510 530 2.8 480 490 460 480 430 460 440 470 5.7 5.7 M M L M M L 50 F N Y Y 18/12/2019Multiple small holes in timber across pile.

Part 1 40B‐R 40B 40 B R 10/12/19 GH AS 1.0 0.9 520 560 0.35 460 490 1.1 410 430 1.7 460 490 390 430 370 410 370 390 340 350 4.9 4.9 Crack 15 200 top 1.1 Split 15 top 1.1 M L L L M M 100 F N Y Y Y 18/12/2019320 min dia. Localised are with moderate to heavy borer LW to MW

Bolt Holes (2) @ 0.8 Multiple small holes in timber across pile.

Part 1 40B‐S 40B 40 B S 10/12/19 GH AS 1.0 0.9 520 530 0.35 450 460 1.1 420 430 1.7 450 460 410 420 390 390 370 370 360 380 4.8 4.8 Split 15 top 1.1 Split 15 top 1.1 L L L L M M 100 F N Y Y 18/12/2019

Beam @ 1.3 (rotted) Bolt Holes @ 0.8 Multiple small holes in timber across pile.


Part 1 40B‐T2 40B 40 B T2 15/11/19 JB VS 0.8 2.1 2.9 440 450 2.20 2.2 440 450 2.8 440 450 440 440 410 430 420 420 5.8 Bolts 2.5 L L L L L L 50 F N Y Y 18/12/2019

Part 1 40‐Q 40 40 Q 10/12/19 GH AS 1.0 0.9 0.40 1.1 520 530 1.7 470 510 530 480 490 470 470 520 530 430 460 4.9 5.0 Crack 15 100 top 0.8 Cavities 0.9 L L L L L L 100 P N Y Y Y 18/12/2019 Fair to poor. Cavities above waterVertical Beams @ TOP to 1.1 Horitontal Beam @ 0.5 ‐ 0.9

Part 1 41B‐R 41B 41 B R 10/12/19 GH AS 1.1 0.8 460 510 0.35 410 440 1.1 430 440 1.7 410 440 390 420 370 380 360 360 350 350 4.9 4.9Depleted bolt

hole 50 Dia 1.1 1.18 Rot Top M L L L M M 100 F N Y Y 18/12/2019

Timber Rot @ TOP to 0.8 Bolt Holes @ 0.8 (30mm) Multiple small holes in timber across pile.

Part 1 41B‐S 41B 41 B S 9/12/19 GH AS 1.1 0.8 510 540 0.35 450 470 1.1 420 430 1.7 450 470 420 430 400 410 380 390 370 390 4.8 4.8 Crack 15 0.8 1.1 Split 60 40 top 4.75 L L L L M M 100 P N Y Y 18/12/2019 Long split below water. Hollowing

Beam @ 1.3 (rotted) Bolt Holes @ 0.8 Split into Seabed @ 3.1 ‐ 3.6 opening up inside pile


Part 1 41‐Q 41 41 Q 10/12/19 GH AS 1.1 0.8 0.40 540 1.1 490 500 1.7 540 480 490 450 460 410 430 540 540 410 440 4.9 4.9 L L L L M M 100 F N Y Y 18/12/2019Vertical Beams @ TOP to 1.2 Horitontal Beam @ 0.5 ‐ 0.9

Part 1 42B‐R 42B 42 B R 10/12/19 GH AS 1.1 0.8 570 570 0.35 490 520 1.1 520 540 1.7 540 550 510 520 440 450 400 410 380 410 4.9 4.9 Split 20 top 1.1 Split 10 Top 1.2 L L L M M M 100 F N Y Y 18/12/2019Bolt Holes @ 0.8 Multiple small holes in timber across pile.

Part 1 42B‐T1 42B 42 B T1 15/11/19 JB VS 0.8 1.1 1.9 440 440 1.10 380 420 1.7 380 410 380 380 360 380 360 380 4.8 4.8 Cavity 80 60 1.3 1.4 L L L L L L 50 F N Y Y 18/12/2019

Part 1 42B‐T2 42B 42 B T2 15/11/19 JB VS 0.8 2.0 2.8 470 490 2.20 470 480 2.8 470 480 480 500 440 460 450 460 5.8 Beam 2.8 M M L L L M 50 F N Y Y 18/12/2019

Part 1 42‐Q 42 42 Q 10/12/19 GH AS 1.1 0.8 420 0.40 1.1 480 510 1.7 420 460 480 430 460 380 410 360 380 4.9 4.9 L L L L L M 100 F N Y Y 18/12/2019Vertical Beams @ TOP to 1.2 Horitontal Beam @ 0.3 ‐ 0.9

Part 1 43B‐R 43B 43 B R 10/12/19 GH AS 1.1 0.8 420 420 0.35 390 430 1.1 370 400 1.7 380 420 370 400 380 450 350 380 370 390 4.9 4.9 Timber Rot 20 150 top 1.2 Crack 15 150 top 0.7 L L L L L M 100 F N Y Y 18/12/2019

Part 1 43B‐S 43B 43 B S 10/12/19 GH AS 1.1 0.8 490 540 0.35 440 440 1.1 430 440 1.7 440 460 400 440 380 400 380 390 400 490 4.8 4.8 Knot 100 100 4.6 4.8Bolt Hole Cavity

80 150Rot

(moderate)Top M M H L M M 100 P N Y Y 18/12/2019 Cavity in TZ, Rot at top

Timber Rotten @ TOP Beam @ 0.3 from soffit (rotten) Bolt Hole @ 1.2 (50mm)



Part 1 66B‐W2 66B 66 B W2 18/11/19 GH SM 0.6 2.5 3.1 400 460 0.00 420 420 1.3 400 420 1.9 440 450 400 420 380 390 350 360 350 350 370 380 5.6 5.6 Bolt 0.5 Crack/cavity 20 100 1.4 1.7 L L L L L M F N Y Y Y 18/12/2019 Crack below watewrWhaler @ 1.25 Fender from 0.7 above sofit to below water

Part 1 66B‐Z2 66B 66 B Z2 18/11/19 GH SM 0.6 2.4 3.0 460 480 0.10 440 450 1.8 470 480 430 450 Bolts 0.5 1 L L L L L M F Y Y 18/12/2019Block @ 0.5 Fender @ 0.3 above sofit to below water Whaler @ 1.6

Part 2 9B‐R 9B 9 B R 6/12/19 GH SM 1.2 0.7 420 480 0.35 430 480 1.1 360 410 1.7 370 410 410 460 330 390 330 380 320 380 4.3 4.3 Buldge 3.6 3.85 Crack 10 250 0.35 1.1 M L L L L M 100 F N Y Y 18/12/2019 320 min dia.

Bolt Holes (2) @ 0.65 (30mm) Bolt Holes (2) @ 0.9 ( 30mm) Multiple small holes in timber across pile.


Part 2 9B‐S 9B 9 B S 6/12/19 GH SM 1.2 0.7 480 490 0.35 440 490 1.1 440 470 1.7 450 460 440 460 390 410 380 380 370 380 4.2 4.2 Split 30 0.35 1.1 Bolt Holes L L L M L L 100 F N Y Y 18/12/2019Splitting between bolt holes near HW

Beam @ 1.3 ‐ 1.55 (rotting). Bolt Holes (2) @ 0.8 (30mm) Bolt Holes (2) @ 0.7 & 0.85 ( 30mm) Multiple small holes in timber across pile.


Part 2 9B‐T2 9B 9 B T2 14/11/19 GH AH 0.7 2.2 2.9 420 430 2.15 420 430 2.3 430 440 2.9 430 440 410 420 400 420 400 420 5.2 5.2 L L L L L L 100 G N Y Y 18/12/2019 Concrete Headstock. Timber whaler


TopBottom


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ber (where

applicable)


licable)

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Distance from

Soffit (m

)

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Part 1 43‐Q 43 43 Q 10/12/19 GH AS 1.1 0.8 1.9 0.40 510 1.1 470 470 1.7 480 500 480 490 450 460 460 460 430 440 4.9 4.9 Knot Crack L L L L L L 100 F N Y Y 19/12/2019Vertical Beams @ TOP to 1.2 Horitontal Beam @ 0.7 ‐ 0.9

Part 1 44‐Q 44 44 Q 10/12/19 GH AS 1.1 0.8 1.9 450 0.40 1.1 470 480 1.7 470 470 490 510 430 430 440 440 430 430 4.9 4.9 Hollow 260 210 1.85 2.13 Hollow 80 110 2.5 2.6 Cavity 100 120 3.35 3.6 M M L M L L 100 FAIL N Y Y 19/12/2019Pipe obstruction underwater near Hollow.

Vertical Beams @ TOP to 1.2. Horizontal Beams @ 0.7 ‐ 0.9. Hollow (1) 360 wide inside, goes up at least 50 mm Hollow (2) gets bigger inside pile Pipe in water next to pile @ 2.0

Part 1 45‐Q 45 45 Q 9/12/19 GH VS 1.0 0.9 1.9 0.40 450 1.1 440 460 1.7 460 500 420 430 400 410 370 400 360 360 4.9 4.9 L L L L L M 100 F N Y Y 19/12/2019Vertical Beams @ TOP to 1.2 Horitontal Beam @ 0.7 ‐ 0.9

Part 1 47‐Q 47 47 Q 9/12/19 GH VS 0.9 1.0 1.9 0.40 460 1.1 420 480 1.7 440 450 430 470 400 410 380 410 360 390 5.0 5.0 Knot 100 4.3 4.4 L M L L L L 100 F N Y Y Y 19/12/2019 Moderate borerBeam @ 0.7 ‐ soffit Vertical Beams @ Top of Pile to 1.2

Part 1 49‐Q 49 49 Q 9/12/19 GH VS 0.9 1.0 1.9 0.40 390 1.1 420 480 1.7 450 480 430 480 380 410 370 390 350 370 5.0 5.0 Crack M M L M M M 100 F N Y Y Y 19/12/2019 Moderate to heavy borer

Beam @ 0.7 ‐ soffit Vertical Beams @ Top of Pile to 1.2 Multiple small holes in timber across pile.

Part 1 51‐Q 51 51 Q 9/12/19 GH VS 0.5 1.4 1.9 550 0.45 490 510 1.0 500 510 1.6 490 510 470 530 440 500 430 440 420 460 5.0 5.0 M L L L L L 100 F N Y Y 19/12/2019

Block @ 0.45 ‐ 1.2 Timber Beam @ 0.2 ‐ 0.5 Block @ 0.5 ‐ 0.8 Brace @ 0 6 ‐ 0 9

Part 1 52‐Q 52 52 Q 9/12/19 GH VS 0.5 1.4 1.9 530 0.45 530 530 1.0 460 480 1.6 530 530 470 510 450 480 450 490 500 510 5.0 5.0 Knot 540 1.3 1.4 Crack 15 120 0.45 1 Rot in Crack 50 150 0.45 1 Knot 100 50 4.75 4.95Cavity in Knot

50 100 4.8 4.9 L L L L L L 100 F N Y Y Y 19/12/2019 Fair to poor. Cavities in knots

Block @ 0.45 ‐ 1.2 & 0.5 ‐ 0.8 Timber Beam @ 0.6 ‐ 0.9 Timber Beam @ 0.2 ‐ 0.5

Part 1 53‐Q 53 53 Q 9/12/19 GH VS 0.5 1.4 1.9 550 0.45 420 440 1.0 450 460 1.6 420 440 450 460 390 440 390 450 380 400 5.0 5.0 L L L M L M 100 F N Y Y 19/12/2019

Blocks (3) @ 0.45 ‐ 1.2 & 0.5 ‐ 0.8 & 0.8 ‐1.2 Timber Beam @ 0.6 ‐ 0.9 Timber Beam @ 0.2 ‐ 0.5

Part 1 63‐Q 63 63 Q 9/12/19 GH VS 0.7 1.2 1.9 0.40 1.1 430 440 1.7 440 460 430 440 400 410 360 410 360 340 5.0 5.0 M M L L L L 100 F N Y Y Y 19/12/2019 Moderate borerOld Fender @ 0.4 ‐ 1.2 Pile Checked out from 0.4 ‐ 1.2 Beams (2) @ 0.4 & 0.6

Part 1 64‐Q 64 64 Q 9/12/19 GH VS 0.7 1.2 1.9 0.40 1.1 530 550 1.7 540 540 520 540 520 540 500 520 520 530 5.0 5.0Bolt Hole /

Cavity 80 Dia 1.2 1.3 L L L L L L 100 F N Y Y 19/12/2019

Old Fender @ 0.4 ‐ 1.2 Pile Checked out from 0.4 ‐ 1.2 Beams (2) @ 0.4 & 0.6 Multiple small holes in timber across pile

Part 1 65‐Q 65 65 Q 9/12/19 GH VS 0.7 1.2 1.9 0.40 1.1 480 510 1.7 470 510 470 490 440 450 420 440 430 480 5.0 5.0 Knot 10 50 2.3 2.4 L M L M L L

L

100 F N Y Y 19/12/2019 moderate to heavy borer

Old Fender @ 0.4 ‐ 1.2 Pile Checked out from 0.4 ‐ 1.2 Beams (2) @ 0.4 (rotten) & 0.6

Part 2 12B‐AC2 12B 12 B AC2 1/11/19 GH TS 0.7 2.4 3.1 500 560 0.3 460 490 2.3 450 450 2.9 510 560 450 450 450 450 420 450 410 440 6.1 6.2 Crack 20 200 1.2 2.2 L L L L L M 100 F N Y Y 19/12/2019Beam @1.4. [email protected].

Part 2 32B‐AD 32B 32 B AD 1/11/19 GH TS 1.3 1.8 3.1 530 540 0.3 480 490 2.3 470 480 2.9 490 530 480 500 470 480 450 450 440 440 440 440 420 430 430 430 7.8 7.9 Crack 10 150 0.3 1.6 Rot 100 0.0 0.7 Nil L L L L L 100 F N Y Y 19/12/2019 Multiple small holes in timber across pile.

Part 1 33B‐T1 33B 33 B T1 15/11/19 JB BJ 0.8 1.1 1.9 500 510 500 510 1.2 480 490 1.8 460 480 450 450 420 430 420 440 4.5 Beam 1.3 L L L L L L 50 F N Y Y 19/12/2019

Part 1 34B‐T2 34B 34 B T2 15/11/19 JB BJ 0.8 2.1 2.9 460 460 2.20 460 460 2.2 430 440 2.8 410 420 420 430 410 420 420 430 5.7 5.7 M L L L L L 100 F N Y Y 19/12/2019 Multiple small holes in timber across pile.

Part 1 35B‐R 35B 35 B R 2/12/19 GH KM 0.9 1.0 1.9 480 490 0.30 430 450 1.1 470 480 1.7 430 450 430 440 400 400 360 390 470 480 360 370 4.7 4.7 Split 25 0.3 1.3 Cavity/Hollow 60 400 1.1 1.16Cavity/Hollo

w60 400 1.1 1.16 Split 25 0.3 1.1

Bolt Holes (2)

30 0.8 0.8 L L L L L M 100 P N Y Y 19/12/2019 Hollowing at splitDefects join inside pile, travels up and down inside split. Multiple small holes in timber across pile.


Part 1 44B‐R 44B 44 B R 9/12/19 GH VS 1.0 0.9 1.9 550 610 0.35 450 520 1.1 460 470 1.7 450 520 460 470 440 440 420 420 410 420 4.8 4.8 Cavity 50 100 2.3 2.4 Crack 15 200 top 1.2 Split 20 top 1.2 M L L M L M 100 F N Y Y 19/12/2019 Fair to poor Multiple small holes in timber across pile.

Part 1 44B‐S 44B 44 B S 9/12/19 GH VS 1.0 0.9 1.9 580 650 0.35 500 520 1.1 510 540 1.7 500 520 520 530 480 520 450 480 460 480 4.9 4.9 Cracks 150 0.35 1.3 Cavity 80 150 1.3 1.38 Crack 10 50 2 2.5 Crack L L L M M M 100 F N Y Y 19/12/2019Underwater split/crack near seabed. Fair to poor. Possible hollowing at TZ/below water cracks

Beam @ 1.3 (rotting) Splits (2) @ TOP ‐ 1.3 Bolt @ 1.2 (60mm) Multiple small holes in timber across pile

Part 1 44B‐T1 44B 44 B T1 15/11/19 JB VS 0.8 1.1 1.9 370 470 1.10 380 490 1.7 390 410 360 400 440 450 400 410 4.8 Cavity 200 100 4 Cavity L L L L M L

L

100 P N Y Y 19/12/2019 Fair to poor.


Part 1 45B‐R 45B 45 B R 9/12/19 GH VS 1.0 0.9 1.9 470 490 0.35 420 430 1.1 400 420 1.7 420 430 400 430 390 400 350 370 330 350 4.8 4.8Depleting Bolt Hole

50 Dia 1.2 1.26 Crack 10 0.35 1.3 Rot L L L M L M 100 F N Y Y Y 19/12/2019Timber Rot @ Top of pile Multiple small holes in timber across pile.

Part 1 45B‐S 45B 45 B S 9/12/19 GH VS 1.0 0.9 1.9 620 630 0.35 530 550 1.1 520 530 1.7 530 550 500 550 530 540 500 530 490 520 4.8 4.8 Cavity 300 150 1.6 2.1 Cavity 350 100 0.6 4.8 Cavity 150 200 0.8 1.4 Rot L L L H H L 100 FAIL N Y Y 19/12/2019 Hollowing

Beam @ 1.3 (rotted) Timber rotten Multiple small holes in timber across pile.


Part 1 45B‐T2 45B 45 B T2 15/11/19 JB VS 0.8 2.1 2.9 470 490 2.20 490 500 2.8 490 500 490 500 500 520 520 530 5.8 L M M L M L 100 F N Y Y Y 19/12/2019

Part 1 46B‐R 46B 46 B R 9/12/19 GH VS 1.0 0.9 1.9 560 580 0.35 490 510 1.1 450 460 1.7 490 510 410 450 300 390 450 470 280 350 5.0 5.0 170 220 Hollow Hollow Cavity M H H L H H 100 FAIL N Y Y 19/12/2019 Hollowing

Part 1 46B‐S 46B 46 B S 9/12/19 GH VS 1.0 0.9 1.9 560 610 0.35 490 510 1.1 1.7 490 510 490 510 540 570 450 460 410 420 5.0 5.0 Cavity 100 100 1.6 1.9 Crack H M L H L M 100 P N Y Y 19/12/2019 heavy depletion

Beams @ 1.3 (rotten) Bolt Heads (2) @ 1.5 Bolt Holes @ 0.9 Multiple small holes in timber across pile



Part 1 47B‐T1 47B 47 B T1 15/11/19 JB VS 0.8 1.1 1.9 490 500 1.10 390 440 1.7 440 520 380 440 360 380 380 400 4.8 L L L L L M 100 F N Y Y 19/12/2019 Multiple small holes in timber across pile.


Part 1 48B‐T1 48B 48 B T1 15/11/19 JB VS 0.8 1.1 1.9 500 510 1.10 500 520 1.7 500 520 480 490 440 440 440 450 4.8 H L L L L L 50 P N Y Y 19/12/2019 heavy borer. Fair to poor. Multiple small holes in timber across pile.


Part 1 49B‐T1 49B 49 B T1 15/11/19 JB VS 0.8 1.1 1.9 430 460 1.10 380 400 1.7 380 400 380 400 370 390 370 390 4.8 M L L L L L 50 F N Y Y 19/12/2019 Beam heavily depleted @ 1.3

Part 1 49B‐T2 49B 49 B T2 15/11/19 JB VS 0.8 2.1 2.9 510 520 2.20 420 450 2.8 420 450 400 410 390 400 420 430 4.8 L L L M L M

L

50 F N Y Y 19/12/2019

Part 1 50B‐T1 50B 50 B T1 15/11/19 JB VS 0.8 1.1 1.9 450 460 1.10 1.1 400 410 1.7 400 400 360 370 350 350 360 360 4.8 L L L L L L 100 F N Y Y 19/12/2019

Part 1 50B‐T2 50B 50 B T2 15/11/19 JB VS 0.8 2.1 2.9 420 450 2.20 390 400 2.8 390 400 390 400 380 390 380 400 6.0 Cavity 150 50 3.5 Crack 15 200 2.2 6 L L L L L L 50 F N Y Y Y 19/12/2019 Fair to poor. Split down length

Part 1 51B‐T1 51B 51 B T1 15/11/19 JB VS 0.8 1.1 1.9 460 480 1.10 1.1 470 480 1.7 430 450 430 440 400 430 420 430 4.8 M M L L L L 100 F N Y Y 19/12/2019 Multiple small holes in timber across pile.

Part 2 52B‐T1 52B 52 B T1 15/11/19 JB VS 0.9 1.0 1.9 460 480 1.1 460 480 1.1 420 430 1.7 420 430 430 440 410 410 400 410 4.8 4.8 M M M M L L 100 F N Y Y 19/12/2019Beam @1.3. Heavy depletion @2.0‐3.0.

Part 2 53B‐S 53B 53 B S 18/11/19 JB AS 0.4 1.5 1.9 500 510 0.34 520 530 1.0 530 540 1.6 450 480 520 520 490 500 470 490 470 470 4.8 4.8 Beam 1.3 1.5 Crack 15 200 0.34 1 L L L M L L 70 F N Y Y 19/12/2019Bolt @ 0.8 Multiple small holes in timber across pile.


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)


Survey Date

Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


‐ AT PILE

Deck soffit R

L‐ A

T PILE


Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

Defect 6

4m from Soffit

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit

9m from Soffit


Max width (m

m)

Max Depth (m

m)

Review

Con

ditio

n?

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed (FAIL)


HW to

LW

LW to

Mid

Mid to

Seabed

HW to

LW

10m from Soffit

11m from Soffit

12m from Soffit


Minimum Diameter

Type

Tape

Distance from

Soffit (m

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Tape

Distance from

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Tape

Distance from

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Tape

Distance from

Soffit (m

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Max width (m

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TopBottom


Bent Num

ber (where

applicable)


licable)

No. 1

No. 2

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Distance from

Soffit (m

)

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No. 2

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Distance from

Soffit (m

)

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)


umber

Pile ID

(Auto Generated)

Bent

Bent ID Breakdown


licable)


Survey Date

Supervisor

Diver

VTS Tide

RL (m

CD)

Distance from


‐ AT PILE

Deck soffit R

L‐ A

T PILE


Low Water (RL+0.2m)

1m from Soffit

2m from Soffit

3m from Soffit

Defect 6

4m from Soffit

5m from Soffit

6m from Soffit

7m from Soffit

8m from Soffit

9m from Soffit


Max width (m

m)

Max Depth (m

m)

Review

Con

ditio

n?

Data Ch

ecked?

Data Ap

prov

ed?

Batch Date

Review

Com

men

ts

Comments


Severe


Severe

Thickness of M

arine Growth (m

m)

General Con

ditio

n Goo


or (P

) / Failed (FAIL)


HW to

LW

LW to

Mid

Mid to

Seabed

HW to

LW

10m from Soffit

11m from Soffit

12m from Soffit


Minimum Diameter

Type

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Tape

Distance from

Soffit (m

)

Max width (m

m)

Max Depth (m

m)

Type

Max width (m

m)

LW to

Mid

Mid to

Seabed

Type

Max width (m

m)

Max Depth (m

m)

Type

Tape

Distance from

Soffit (m

)

Max width (m

m)

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Type

Max width (m

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Soffit (m

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Distance from

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)

Tape

Distance from

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Tape

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Soffit (m

)

Part 1 53B‐T1 53B 53 B T1 15/11/19 JB VS 0.8 1.1 1.9 410 410 1.10 410 410 1.1 380 390 1.7 360 380 360 380 360 370 370 390 4.8 4.8 L L L L L L 100 F N Y Y 19/12/2019 Light to moderate borerOld Beams @ 1.3 Multiple small holes in timber across pile.


Part 1 54B‐T1 54B 54 B T1 15/11/19 JB VS 0.8 1.1 1.9 520 540 1.10 520 540 1.1 520 530 1.7 520 540 510 520 470 480 470 490 4.9 4.9 M L L L L L 100 F N Y Y 19/12/2019 Old bracing Beam @ 1.3


Part 1 55B‐T1 55B 55 B T1 15/11/19 JB VS 0.8 1.1 1.9 430 450 1.10 430 450 1.1 430 450 1.7 380 430 380 440 400 410 410 430 4.8 4.8 Cavity 100 50 4.6 4.8 L L L L L L 100 F N Y Y Y 19/12/2019 \Shallow cavity at seabed Old bracing Beam @ 1.3

Part 1 55B‐T2 55B 55 B T2 15/11/19 JB VS 0.8 2.1 2.9 470 480 2.20 470 470 2.5 460 480 430 450 440 440 450 460 5.9 5.9 Knot 100 4.5 M L L L M L 100 F N Y Y 19/12/2019 Old Timber Beam @ 2.4

Part 1 56B‐T1 56B 56 B T1 15/11/19 JB VS 0.8 1.1 1.9 480 500 1.10 480 500 1.1 440 450 1.7 420 440 380 400 380 400 360 400 4.8 4.8 L L Nil L L L 100 G N Y Y 19/12/2019Multiple small holes in timber across pile. Old Bracing beam @ 1.3

Part 1 56B‐T2 56B 56 B T2 15/11/19 JB VS 0.8 2.1 2.9 540 560 2.20 520 540 2.5 520 530 500 500 480 490 490 490 5.9 5.9 L L L L L L 100 F N Y Y 19/12/2019 Old Timber Beam @ 2.4

Part 1 57B‐T1 57B 57 B T1 15/11/19 JB VS 0.8 1.1 1.9 470 500 1.10 470 500 1.1 460 470 1.7 440 450 440 440 430 440 430 440 4.8 4.8 L L L L L L 100 F N Y Y 19/12/2019 Old bracing Beam @ 1.3


Part 1 58B‐T1 58B 58 B T1 15/11/19 JB VS 0.8 1.1 1.9 470 480 1.10 470 480 1.1 430 450 1.7 420 440 420 470 390 400 420 450 4.9 4.9 Cavity 50 100 4 4.1 L L L L L L 100 F N Y Y 19/12/2019 Fair to poor. Depltion pits @ 4.0 ‐ 1.1 Largest 20mm dia


Part 1 59B‐T1 59B 59 B T1 15/11/19 JB VS 0.8 1.1 1.9 370 400 1.10 370 400 1.1 360 400 1.7 360 380 350 360 330 350 370 400 4.8 4.8 M L L L L L 100 F N Y Y 19/12/2019

Part 1 59B‐T2 59B 59 B T2 14/11/19 JB VS 0.7 2.2 2.9 390 420 2.20 360 380 2.5 330 360 330 350 350 360 340 340 340 340 6.0 6.0 M L L L L L 100 F N Y Y 19/12/2019Old Timber Beam @ 2.4 Multiple small holes in timber across pile.


Part 1 61B‐T1 61B 61 B T1 14/11/19 JB VS 0.8 1.1 1.9 490 500 1.10 490 500 1.1 400 410 1.7 390 400 400 410 370 400 370 400 4.8 4.8 L L L L L L 100 F N Y Y 19/12/2019


Part 2 62B‐AE 62B 62 B AE 7/11/19 KM BM 1.3 1.8 3.1 470 500 0.3 440 450 2.3 440 450 2.9 480 520 440 470 440 450 410 410 400 410 400 410 370 400 370 370 360 370 8.9 9.2 Crack 20 100 0.3 1.0 Knot 70 6.2 L L L M L M 30 F N Y Y 19/12/2019

Part 1 62B‐T1 62B 62 B T1 14/11/19 JB VS 0.8 1.1 1.9 390 530 1.10 1.1 490 530 1.7 390 400 380 390 360 370 360 380 4.8 4.8 M L L L L M 100 F N Y Y 19/12/2019

Part 1 62B‐T2 62B 62 B T2 14/11/19 JB VS 0.8 2.2 3.0 430 440 2.20 420 450 2.5 420 420 400 400 360 390 350 370 350 370 6.0 6.0 L L L L L M 100 F N Y Y 19/12/2019 Old Beam @ 2.4

Part 1 63B‐T1 63B 63 B T1 14/11/19 JB VS 0.8 1.1 1.9 450 490 1.10 450 490 1.1 450 460 1.7 440 470 400 470 430 450 440 440 4.8 Knot 4.1 4.5 L L L L L L 100 F N Y Y 19/12/2019

Knot @ 4.1 ‐ 4.5 Old beam @ 1.3 Multiple small holes in timber across pile.

Part 1 63B‐T2 63B 63 B T2 14/11/19 JB VS 0.8 2.0 2.8 440 530 2.20 500 550 2.5 530 540 490 500 400 440 410 470 410 470 6.0 6.0 H H M L L M 100 P N Y Y 19/12/2019 Heavy borer Old Beam @ 2.4

Part 1 65B‐T1 65B 65 B T1 13/11/19 GH AH 0.9 1.0 1.9 450 450 0.50 380 430 0.9 440 450 1.5 380 430 400 440 410 410 380 380 380 400 380 400 5.0 5.0 L L L L L L 100 F N Y Y 19/12/2019 Rotting at Soffit. Timber beam @ 1.3 ‐ 1.6. Bolt holes above HW

Part 1 66B‐T1 66B 66 B T1 18/11/19 GH SM 0.6 1.3 1.9 390 400 1.00 140 160 1.5 390 400 260 260 330 330 340 340 4.7 4.7 Broken Pile 1.9 2.1 H H H H H H 100 FAIL N Y Y 19/12/2019Missing section. Top section still connected to beam/deck

Pile Broken @ 1.9 Stump starts @ 2.1

Part 1 66B‐T2 66B 66 B T2 18/11/19 GH SM 0.6 2.4 3.0 400 400 1.00 400 420 1.5 400 400 380 380 370 370 350 370 360 370 4.8 4.8 M M L L L M 100 F N Y Y Y 19/12/2019 Concrete Block @ 0.0 ‐ 1.0

Part 2 9B‐T1 9B 9 B T1 14/11/19 GH AH 0.7 1.2 1.9 480 480 1.10 480 480 1.1 490 490 1.7 480 480 460 490 440 460 440 460 4.0 4.0 L L L L L L 100 F N Y Y 19/12/2019Beam @ 1.2 ‐ 1.5 (Rotted) Concrete Headstock

Part 2 9B‐W1 9B 9 B W1 1/11/19 GH AS 0.6 2.5 3.1 540 540 0.30 450 490 2.3 510 520 2.9 510 530 530 540 510 520 450 470 460 460 460 460 5.2 5.2 Crack 20 150 0.3 1.2 Crack 30 100 0.3 0.4 L M L M L L 100 F N Y Y 19/12/2019Steel Platform @ 2.0 Bolt @ 0.7


TRIM 19/26246

Appendix 3

pur docklands central pier - condition summary - 2 january

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