871-B150-01 DAMAGE STABILITY.pdf

REV. DATE APRD.

- 11/16/2021

DR. BY DES. BY CHK'D BY

MDE MDC

APRD. FOR THE DIR. - CH. DES. BR. SIZE REV.

DATE

SHEET: COVER

MARINE DESIGN CENTER

100 PENN SQUARE EAST

PHILADELPHIA, PA 19107

RECOMMENDED - PROJ ENG.

MARINE DESIGN CENTER

CORPS OF ENGINEERS

150' x 40' x 9'

DAMAGE STABILITY

CALCULATIUONS

PROJECT NO.

REVISIONS

DESCRIPTION

ORIGINAL ISSUE

871-B150-01

DEPARTMENT OF THE ARMY

DRAWING NO.

November 16, 2021

ST. PAUL DISTRICT - EXCAVATOR BARGE

SCALE: AS SHOWN

A 3218T.J. KEYSER, P.E. NA

M. D. EAYRE, P.E. NA

DAMAGED STABILITY

TABLE OF CONTENTS

TITLE PAGE

INTRODUCTION 2

CALCULATION NOTES 3

RESULTS 3

CRITICAL POINTS 3

SUMMARY 4

APPENDIX – DAMAGE STABILITY CALCULATIONS BY GHS

1. Departure condition & unballasted, with R976 Excavator on Board.

2. Arrival condition & unballasted, with R976 Excavator on Board.

3. Departure condition & unballasted, with GRT8100 Crane on Board.

4. Arrival condition & unballasted, with GRT8100 Crane on Board.

INTRODUCTION

Applicability

This information is applicable to the following vessel for MDC Project 3218:

MDC Hull Number Vessel Name

871 TBD

The vessel is a deck barge with a travelling spud system that will be separately paired with a crawler excavator and a wheeled crane, intended for rivers, inshore, intracoastal and protected waters within the St. Paul District area of operations.

Purpose

To demonstrate compliance with specified damaged stability requirements at operational drafts and conditions, as specified in the vessel specifications.

Criteria

The contract specifications require the following:

USCG regulation 46 CFR Subchapter C, Section 28.580 Unintentional flooding, (f) Survival Conditions.

(1) The angle of equilibrium after flooding does not exceed 25° (0.44 radians); and

(2) Through an angle of 20° (0.35 radians) beyond the angle of equilibrium after flooding, the following are met—

(i) The righting arm curve is positive;

(ii) The maximum righting arm is at least 4 inches (102 millimeters);

(iii) Each submerged opening is capable of being made weathertight;

871-B150-01 Page 2

CALCULATION NOTES

• The calculations are based on the molded dimensions.

• The calculations are for fresh water, specific gravity 1.000

• The initial heel is assumed zero.

• All weight units are long tons, equal to 2240 pounds, and all length units, unless noted, are in feet.

• The Damage Stability analysis were performed for the following conditions:

1. Departure condition & unballasted, with R976 Excavator on Board.

2. Arrival condition & unballasted, with R976 Excavator on Board.

3. Departure condition & unballasted, with GRT8100 Crane on Board.

4. Arrival condition & unballasted, with GRT8100 Crane on Board.

• For this analysis, the survival criteria is evaluated for single compartment damage condition.

• Per 46 CFR 28.580(f), all submerged openings through an angle of 20° beyond equilibrium shall be capable of being made weathertight. For this vessel design, all hatches on the deck are watertight. In addition, all compartment/void vents are the gooseneck type with hinged covers or inverted ball checks and can be closed to be weathertight. This survival criteria is satisfied.

• GHS computer software (Creative Systems Inc., Port Townsend, WA (360) 385-6212) was used extensively in the development of this document.

CRITICAL POINTS

• Deck Fwd Edge Port/Stbd, watertight, 75’ forward, 20’ outboard, 9’ above baseline

• Deck Midship Edge Port/Stbd, watertight, 0’ forward, 20’ outboard, 9’ above baseline

• Deck Aft Edge Port/Stbd, watertight, 75’ aft, 20’ outboard, 9’ above baseline

• Spud Line Hole Port/Stbd

• Spud Control Room Door (Port), weathertight, 9.5’ forward, 15’ outboard, 9.5’ above baseline

• Companionway Door (Port), weathertight, 15’ forward, 15’ outboard, 9.5’ above baseline

• Companionway Door (Stbd), weathertight, 12.25’ forward, 15’ outboard, 9.5’ above baseline

RESULTS

In all conditions, the barge satisfies the survival requirements identified in 46 CFR

28.580(f) with any single compartment damaged and flooded.

871-B150-01 Page 3

SUMMARY

Damage Stability of the vessel was analyzed in the following conditions.

1. Departure condition & unballasted, with R976 Excavator on Board

Cond. Damage Location Criteria

Stability Max

VCG at 5’ Draft

46 CFR 28.580 (f) Equil < 25° RA0 > 20° RAmax > 4”

A Ballast 1-C 0.14 Large 6.34’ PASS 26.52’ B Ballast 1-S 1.16 Large 5.39’ PASS 20.48’ C Ballast 1-P 1.46 Large 5.28’ PASS 20.47’ D Stbd Carriage Void 0.35 Large 6.14’ PASS 23.95’ E Port Carriage Void 0.64 Large 6.03’ PASS 23.95’ F Stbd Generator Room 4.09 53.40° 3.36’ PASS 13.64’ G Port Accom Spaces 4.44 52.50° 3.25’ PASS 13.62’ H Tank Room 0.14 Large 6.16’ PASS 25.80’ I Switchboard Room 1.94 Large 4.84’ PASS 19.17’ J Pump Room 2.34 Large 4.68’ PASS 19.01’ K Stbd Spudwell 0.33 Large 6.07’ PASS 24.01’ L Port Spudwell 0.62 Large 5.96’ PASS 24.01’ M Store Room 4-C 0.15 Large 5.29’ PASS 21.73’ N Stbd Winch Room 1.47 Large 5.22’ PASS 20.15’ O Port Winch Room 1.77 Large 5.11’ PASS 20.14’ P Store Room 5-C 0.14 Large 5.46’ PASS 21.46’ Q Void 5-S 0.96 Large 5.56’ PASS 21.48’ R Void 5-P 1.26 Large 5.45’ PASS 21.47’ S Ballast 6-C 0.14 Large 6.07’ PASS 24.89’ T Ballast 6-S 1.79 Large 4.79’ PASS 17.48’ U Ballast 6-P 2.09 Large 4.68’ PASS 17.46’

*Trim: + to Aft / - to Fwd *Heel: + to Stbd / - to Port

2. Arrival condition & unballasted, with R976 Excavator on Board

Cond. Damage Location Criteria

Stability Max

VCG at 5’ Draft

46 CFR 28.580 (f) Equil < 25° RA0 > 20° RAmax > 4”

A Ballast 1-C 0.14 Large 6.66’ PASS 26.54’ B Ballast 1-S 1.42 Large 5.61’ PASS 20.40’ C Ballast 1-P 1.12 Large 5.73’ PASS 20.41’ D Stbd Carriage Void 0.62 Large 6.38’ PASS 23.95’ E Port Carriage Void 0.34 Large 6.49’ PASS 23.95’ F Stbd Generator Room 4.29 53.91° 3.59’ PASS 13.58’ G Port Accom Spaces 3.95 54.75° 3.70’ PASS 13.60’ H Tank Room 0.14 Large 6.53’ PASS 25.84’ I Switchboard Room 2.18 Large 5.07’ PASS 19.18’ J Pump Room 1.95 Large 5.14’ PASS 19.03’ K Stbd Spudwell 0.60 Large 6.27’ PASS 24.06’ L Port Spudwell 0.31 Large 6.38’ PASS 24.06’ M Store Room 4-C 0.14 Large 5.70’ PASS 21.97’ N Stbd Winch Room 1.71 Large 5.42’ PASS 20.24’ O Port Winch Room 1.41 Large 5.54’ PASS 20.24’ P Store Room 5-C 0.14 Large 5.83’ PASS 21.77’ Q Void 5-S 1.21 Large 5.76’ PASS 21.59’ R Void 5-P 0.92 Large 5.87’ PASS 21.59’ S Ballast 6-C 0.14 Large 6.41’ PASS 25.04’ T Ballast 6-S 2.01 Large 4.98’ PASS 17.69’ U Ballast 6-P 1.71 Large 5.10’ PASS 17.71’

871-B150-01 Page 4

3. Departure condition & unballasted, with GRT8100 Crane on Board

Criteria

Stability Max

VCG at 5’ Draft

46 CFR 28.580 (f) Equil < 25° RA0 > 20° RAmax > 4”

A Ballast 1-C 0.14 Large 7.21’ PASS 25.78’ B Ballast 1-S 1.36 Large 5.94’ PASS 18.68’ C Ballast 1-P 1.65 Large 5.82’ PASS 18.66’ D Stbd Carriage Void 0.38 Large 6.89’ PASS 22.93’ E Port Carriage Void 0.66 Large 6.77’ PASS 22.93’ F Stbd Generator Room 4.20 58.59° 3.77’ PASS 11.90’ G Port Accom Spaces 4.54 57.77° 3.65’ PASS 11.88’ H Tank Room 0.14 Large 7.18’ PASS 25.80’ I Switchboard Room 1.77 Large 5.77’ PASS 18.93’ J Pump Room 2.15 Large 5.61’ PASS 18.73’ K Stbd Spudwell 0.27 Large 7.07’ PASS 24.33’ L Port Spudwell 0.55 Large 6.96’ PASS 24.33’ M Store Room 4-C 0.14 Large 6.70’ PASS 23.83’ N Stbd Winch Room 1.20 Large 6.33’ PASS 20.94’ O Port Winch Room 1.50 Large 6.22’ PASS 20.94’ P Store Room 5-C 0.14 Large 6.93’ PASS 24.38’ Q Void 5-S 0.73 Large 6.71’ PASS 22.50’ R Void 5-P 1.02 Large 6.60’ PASS 22.50’ S Ballast 6-C 0.14 Large 7.30’ PASS 26.46’ T Ballast 6-S 1.32 Large 6.19’ PASS 19.90’ U Ballast 6-P 1.62 Large 6.08’ PASS 19.88’

4. Arrival condition & unballasted, with GRT8100 Crane on Board

Criteria

Stability Max

VCG at 5’ Draft

46 CFR 28.580 (f) Equil < 25° RA0 > 20° RAmax > 4”

A Ballast 1-C 0.13 Large 7.54’ PASS 25.68’ B Ballast 1-S 1.61 Large 6.13’ PASS 18.57’ C Ballast 1-P 1.32 Large 6.25’ PASS 18.59’ D Stbd Carriage Void 0.64 Large 7.12’ PASS 22.81’ E Port Carriage Void 0.37 Large 7.24’ PASS 22.81’ F Stbd Generator Room 4.40 58.79° 3.96’ PASS 11.82’ G Port Accom Spaces 4.07 59.57° 4.08’ PASS 11.85’ H Tank Room 0.13 Large 7.56’ PASS 25.75’ I Switchboard Room 2.00 Large 6.00’ PASS 18.88’ J Pump Room 1.77 Large 6.08’ PASS 18.69’ K Stbd Spudwell 0.53 Large 7.27’ PASS 24.30’ L Port Spudwell 0.26 Large 7.39’ PASS 24.30’ M Store Room 4-C 0.14 Large 7.12’ PASS 23.92’ N Stbd Winch Room 1.43 Large 6.54’ PASS 21.00’ O Port Winch Room 1.14 Large 6.66’ PASS 21.00’ P Store Room 5-C 0.14 Large 7.30’ PASS 24.53’ Q Void 5-S 0.97 Large 6.91’ PASS 22.52’ R Void 5-P 0.69 Large 7.03’ PASS 22.52’ S Ballast 6-C 0.13 Large 7.63’ PASS 26.49’ T Ballast 6-S 1.53 Large 6.42’ PASS 20.02’ U Ballast 6-P 1.25 Large 6.54’ PASS 20.03’

871-B150-01 Page 5

11/16/21 14:57:08 U.S. Army Corps of Engineers Page 1

GHS 17.58 CEMVP EXCAVATOR BARGE

USACE MVP EXCAVATOR BARGE

WITH R976 EXCAVATOR ON BOARD

MDC PROJECT #3218

TM - MDE

PM - ARE

GEOMETRY FILE: 817Excav.GF2 REPORT FILE: DAMAGE_Excav.PF

DAMAGE STABILITY

VESSEL SHALL MEET THE FOLLOWING REQUIREMENTS:

USCG regulation 46 CFR Subchapter C, Section 28.580(f)

- The angle of equilibrium after flooding does not exceed 25 degrees.

- No downflooding point to at least 15 degrees of heel.

- Through an angle of 20 degrees beyond the angle of equilibrium after flooding, the following are met:

(i) The righting arm curve is positive

(ii) The maximum righting arm is at least 4 inches (0.33')

(iii) Each submerged opening is capable of being made weathertight

871-B150-01 Page 6

DEPARTURE CONDITION & UNBALLASTED WITH R976 EXCAVATOR ON BOARD

WEIGHT and DISPLACEMENT STATUS Baseline draft: 4.864 @ Origin

Trim: Aft 2.04/150.00, Heel: Port 0.14 deg.

Part------------------------------Weight(LT)----LCG-----TCG-----VCG LIGHT SHIP 584.07 0.14f 0.02p 6.85

CREW & EFFECT 5.00 0.00 0.00 9.00

STORES AND PROVISIONS 10.00 35.00a 0.00 4.00 R976 EXCAVATOR 105.31 58.00a 0.00 17.00

Total Fixed---------> 704.38 9.05a 0.02p 8.34 Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG------RefHt

FUELOIL.S 0.980 0.870 13.97 13.03a 3.94s 5.81 -8.71 FUELOIL.P 0.980 0.870 13.97 13.03a 3.95p 5.81 -8.69 SEWAGE.S 0.100 1.025 1.09 7.83f 4.99s 2.83 -3.27 POTABLE.P 0.980 1.000 10.44 3.98f 5.00p 5.69 -8.91 WO.S 0.100 0.924 0.07 7.64f 10.64s 2.82 -3.10 LO.S 0.980 0.924 0.65 5.00f 10.65s 4.14 -5.70 HO.S 0.980 0.924 0.65 2.33f 10.65s 4.14 -5.66

Total Tanks---------> 40.84 7.56a 0.79p 5.64 Total Weight--------> 745.22 8.97a 0.06p 8.19

Displ(LT)----LCB-----TCB-----VCB HULL 1.000 745.21 9.05a 0.07p 2.50 -4.86

Righting Arms: 0.00 0.00 Distances in FEET.------------------------------------------------------------

HYDROSTATIC PROPERTIES

Trim: Aft 2.04/150.00, Heel: Port 0.14 deg., VCG = 8.19

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT

4.917 745.21 9.05a 2.50 12.68 3.84a 154.77 373.8 23.81

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Trim is per 150.00Ft

Draft is from Baseline. True Free Surface included.

871-B150-01 Page 7

DAMAGE CONDITION A - DEPARTURE CONDITION & UNBALLASTED WITH R976 EXCAVATOR

DAMAGE TO BALLAST 1-C

WEIGHT and DISPLACEMENT STATUS Baseline draft: 4.946 @ Origin

Trim: Aft 1.61/150.00, Heel: Port 0.14 deg.

Part------------------------------Weight(LT)----LCG-----TCG-----VCG LIGHT SHIP 584.07 0.14f 0.02p 6.85

CREW & EFFECT 5.00 0.00 0.00 9.00

STORES AND PROVISIONS 10.00 35.00a 0.00 4.00 R976 EXCAVATOR 105.31 58.00a 0.00 17.00

Total Fixed---------> 704.38 9.05a 0.02p 8.34 Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG------RefHt

FUELOIL.S 0.980 0.870 13.97 13.02a 3.94s 5.81 -8.75 FUELOIL.P 0.980 0.870 13.97 13.02a 3.95p 5.81 -8.73 SEWAGE.S 0.100 1.025 1.09 7.86f 4.99s 2.83 -3.25 POTABLE.P 0.980 1.000 10.44 3.99f 5.00p 5.69 -8.90 WO.S 0.100 0.924 0.07 7.65f 10.64s 2.82 -3.08 LO.S 0.980 0.924 0.65 5.00f 10.65s 4.14 -5.69 HO.S 0.980 0.924 0.65 2.33f 10.65s 4.14 -5.66

Total Tanks---------> 40.84 7.55a 0.79p 5.64 Total Weight--------> 745.22 8.97a 0.06p 8.19

Displ(LT)----LCB-----TCB-----VCB HULL 1.000 755.89 7.89a 0.07p 2.52 -4.95 BALLAST1.C Flooded 1.000 -10.69 71.94f 0.01p 2.13 -4.95

Total Displacement--> 1.000 745.20 9.03a 0.07p 2.53

Righting Arms: 0.00 0.00 Distances in FEET.------------------------------------------------------------

FREEBOARD STATUS

Baseline draft: 4.946 @ Origin

Trim: Aft 1.61/150.00, Heel: Port 0.14 deg.

Least freeboard is 3.20 Ft located at 75.00a

HYDROSTATIC PROPERTIES with FLOODING Trim: Aft 1.61/150.00, Heel: Port 0.14 deg., VCG = 8.19

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT

5.001 745.20 9.03a 2.53 12.46 5.17a 146.24 353.2 23.77

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Trim is per 150.00Ft

871-B150-01 Page 8

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CRITICAL POINT STATUS

Baseline draft: 4.946 @ Origin

Trim: Aft 1.61/150.00, Heel: Port 0.14 deg.

Critical Points----------------------LCP-----TCP-----VCP-----Height

(1) DECK FWD EDGE STBD 75.00f 20.00s 9.00 4.91

(2) DECK FWD EDGE PORT 75.00f 20.00p 9.00 4.81

(3) DECK MIDSHIP STBD 0.00 20.00s 9.00 4.10

(4) DECK MIDSHIP PORT 0.00 20.00p 9.00 4.00

(5) DECK AFT EDGE STBD 75.00a 20.00s 9.00 3.30

(6) DECK AFT EDGE PORT 75.00a 20.00p 9.00 3.20

(7) SPUD CONTROL ROOM DOOR (P TIGHT 9.50f 15.00p 9.50 4.62

(8) COMPANIONWAY DOOR (PORT) TIGHT 15.00f 15.00p 9.50 4.68

(9) COMPANIONWAY DOOR (STBD) TIGHT 12.25f 15.00s 9.50 4.72 Distances in FEET.----------------------------------------------------

MAXIMUM VCG vs. DISPLACEMENT with FLOODING Trim = Aft 1.61/150.00 at zero heel (trim righting arm held at zero)

Displacement ------ Margins ------ LONG TONS Max VCG LIM1 LIM2 LIM3 LIM4

757.88 26.52 25d 0d LARGE 245%

Distances in FEET.---Specific Gravity = 1.000.---d = degrees.

Free surface ignored.

Note: The specified initial trim at zero heel refers to the unflooded state.

**** Notice: The transverse C.G. AFTER FLOODING is assumed to be zero. ****

LIM--------------46 CFR 28.580 CRITERION--------------Min/Max

(1) Absolute Angle at Equilibrium < 25.00 deg

(2) Angle from Equilibrium to RAzero > 20.00 deg

(3) Angle from Equilibrium to Flood > 20.00 deg

(4) Righting Arm at MaxRA > 0.33 Ft

871-B150-01 Page 9

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CG - Draft: 4.95 @ 0.00 Trim: aft 1.61/150.00 Heel: port 0.14 deg.

Plan View

Profile View

Body @ 71.94f

Tanks 8 BALLAST1.C......Flooded

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RIGHTING ARMS vs HEEL ANGLE with FLOODING Fixed CG: LCG = 9.05a TCG = 0.02p VCG = 8.34

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

4.946 0.61a 0.14p 745.20 0.00 0.000 0.00 4.62(7)

4.945 0.61a 1.14p 745.20 0.00 0.415 0.21 4.36(7)

4.942 0.61a 2.14p 745.20 0.00 0.830 0.83 4.09(7)

4.938 0.61a 3.14p 745.20 0.00 1.246 1.87 3.83(7)

4.933 0.61a 4.14p 745.20 0.00 1.664 3.32 3.56(7)

4.926 0.61a 5.14p 745.20 0.00 2.083 5.20 3.29(7)

4.917 0.61a 6.14p 745.20 0.00 2.504 7.49 3.02(7)

4.907 0.61a 7.14p 745.19 0.00 2.927 10.21 2.75(7)

4.896 0.61a 8.14p 745.16 0.00 3.353 13.35 2.48(7)

4.883 0.61a 9.14p 745.12 0.00 3.781 16.91 2.21(7)

4.881 0.61a 9.27p 745.16 0.00 3.837 17.41 Dk/MargImm.

4.870 0.61a 10.14p 745.20 0.00 4.210 20.91 1.94(7)

4.862 0.73a 15.14p 745.22 0.00 5.870 46.23 0.51(7)

4.879 0.81a 16.84p 745.22 0.00 6.135 56.46 0.00(7)

4.904 0.97a 20.14p 745.22 0.00 6.337 77.17 -0.99(7)

4.907 1.01a 20.87p 745.20 0.00 6.343 81.78 -1.21(7)

4.911 1.24a 25.14p 745.22 0.00 6.195 108.77 -2.48(7)

4.875 1.50a 30.14p 745.22 0.00 5.776 138.81 -3.94(7)

4.781 1.80a 35.14p 745.22 0.00 5.203 166.32 -5.35(7)

4.603 2.16a 40.14p 745.23 0.00 4.528 190.69 -6.65(7)

4.331 2.60a 45.14p 745.18 0.00 3.785 211.50 -7.83(7)

3.999 3.07a 50.14p 745.18 0.00 2.995 228.47 -8.91(7)

3.629 3.52a 55.14p 745.18 0.00 2.175 241.41 -9.91(7)

3.230 3.96a 60.14p 745.18 0.00 1.333 250.19 -10.83(7)

Distances in FEET.------Specific Gravity = 1.000.-----------Area in Ft-Deg.

Note: The Center of Gravity shown above is for the Fixed Weight of

704.38 LT. As the tank load centers shift with heel and

trim, the total Center of Gravity varies. The righting arms shown above include the effect of the C.G. variation.

Critical Point-----------------------LCP-----TCP-----VCP

(7) SPUD CONTROL ROOM DOOR (P TIGHT 9.50f 15.00p 9.50

LIM------------------46 CFR 28.580 CRITERION----------Min/Max--------Attained

(1) Absolute Angle at Equilibrium < 25.00 deg 0.14 P

(2) Angle from Equilibrium to RAzero > 20.00 deg LARGE

(3) Angle from Equilibrium to Flood > 20.00 deg LARGE

(4) Righting Arm at MaxRA > 0.33 Ft 6.34 P

871-B150-01 Page 11

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0 5 10 15 20 25 30 35 40 45 50 55 60

Degrees of Heel --> Port

0.0

1.0

2.0

3.0

4.0

5.0

6.0

F T

Righting Arm

F T D e g

Righting Area

-10

-5

F T

0 5 10 15 20 25 30 35 40 45 50 55 60

Tight Pt. Height

Dk/MargImm.

871-B150-01 Page 12

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DAMAGE CONDITION B - DEPARTURE CONDITION & UNBALLASTED WITH R976 EXCAVATOR

DAMAGE TO BALLAST 1-S

WEIGHT and DISPLACEMENT STATUS Baseline draft: 5.081 @ Origin

Trim: Aft 0.96/150.00, Heel: Stbd 1.16 deg.

Part------------------------------Weight(LT)----LCG-----TCG-----VCG LIGHT SHIP 584.07 0.14f 0.02p 6.85

CREW & EFFECT 5.00 0.00 0.00 9.00

STORES AND PROVISIONS 10.00 35.00a 0.00 4.00 R976 EXCAVATOR 105.31 58.00a 0.00 17.00

Total Fixed---------> 704.38 9.05a 0.02p 8.34 Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG------RefHt

FUELOIL.S 0.980 0.870 13.97 13.01a 3.96s 5.81 -8.71 FUELOIL.P 0.980 0.870 13.97 13.01a 3.93p 5.81 -8.87 SEWAGE.S 0.100 1.025 1.09 7.92f 5.09s 2.83 -3.10 POTABLE.P 0.980 1.000 10.44 3.99f 4.99p 5.69 -8.99 WO.S 0.100 0.924 0.07 7.65f 10.71s 2.82 -2.80 LO.S 0.980 0.924 0.65 5.00f 10.65s 4.14 -5.42 HO.S 0.980 0.924 0.65 2.33f 10.65s 4.14 -5.41

Total Tanks---------> 40.84 7.54a 0.77p 5.64 Total Weight--------> 745.22 8.97a 0.06p 8.19

Displ(LT)----LCB-----TCB-----VCB HULL 1.000 773.98 6.22a 0.57s 2.57 -5.08 BALLAST1.S Flooded 1.000 -28.79 65.89f 14.01s 2.49 -5.08

Total Displacement--> 1.000 745.20 9.01a 0.06s 2.58

Righting Arms: 0.00 0.00s Distances in FEET.------------------------------------------------------------

FREEBOARD STATUS

Baseline draft: 5.081 @ Origin

Trim: Aft 0.96/150.00, Heel: Stbd 1.16 deg.

Least freeboard is 3.04 Ft located at 74.75a

HYDROSTATIC PROPERTIES with FLOODING Trim: Aft 0.96/150.00, Heel: Stbd 1.16 deg., VCG = 8.19

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT

5.124 745.20 9.01a 2.58 12.19 6.65a 138.14 333.7 22.21

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Trim is per 150.00Ft

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CRITICAL POINT STATUS

Baseline draft: 5.081 @ Origin

Trim: Aft 0.96/150.00, Heel: Stbd 1.16 deg.

Critical Points----------------------LCP-----TCP-----VCP-----Height

(1) DECK FWD EDGE STBD 75.00f 20.00s 9.00 3.99

(2) DECK FWD EDGE PORT 75.00f 20.00p 9.00 4.80

(3) DECK MIDSHIP STBD 0.00 20.00s 9.00 3.51

(4) DECK MIDSHIP PORT 0.00 20.00p 9.00 4.32

(5) DECK AFT EDGE STBD 75.00a 20.00s 9.00 3.03

(6) DECK AFT EDGE PORT 75.00a 20.00p 9.00 3.84

(7) SPUD CONTROL ROOM DOOR (P TIGHT 9.50f 15.00p 9.50 4.78

(8) COMPANIONWAY DOOR (PORT) TIGHT 15.00f 15.00p 9.50 4.82

(9) COMPANIONWAY DOOR (STBD) TIGHT 12.25f 15.00s 9.50 4.19 Distances in FEET.----------------------------------------------------

MAXIMUM VCG vs. DISPLACEMENT with FLOODING Trim = Aft 0.96/150.00 at zero heel (trim righting arm held at zero)

Displacement ------ Margins ------ LONG TONS Max VCG LIM1 LIM2 LIM3 LIM4

757.88 20.48 21d 0d LARGE 339%

Distances in FEET.---Specific Gravity = 1.000.---d = degrees.

Free surface ignored.

Note: The specified initial trim at zero heel refers to the unflooded state.

**** Notice: The transverse C.G. AFTER FLOODING is assumed to be zero. ****

LIM--------------46 CFR 28.580 CRITERION--------------Min/Max

(1) Absolute Angle at Equilibrium < 25.00 deg

(2) Angle from Equilibrium to RAzero > 20.00 deg

(3) Angle from Equilibrium to Flood > 20.00 deg

(4) Righting Arm at MaxRA > 0.33 Ft

871-B150-01 Page 14

11/16/21 14:57:11 U.S. Army Corps of Engineers Page 3

CG - Draft: 5.08 @ 0.00 Trim: aft 0.96/150.00 Heel: stbd 1.16 deg.

Plan View

Profile View

Body @ 65.89f

Tanks 9 BALLAST1.S......Flooded

871-B150-01 Page 15

11/16/21 14:57:11 U.S. Army Corps of Engineers Page 4

RIGHTING ARMS vs HEEL ANGLE with FLOODING Fixed CG: LCG = 9.05a TCG = 0.02p VCG = 8.34

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

5.080 0.37a 1.16s 745.20 0.00 0.000 0.00 4.19(9)

5.090 0.34a 2.16s 745.22 0.00 0.384 0.19 3.91(9)

5.099 0.32a 3.16s 745.22 0.00 0.770 0.77 3.63(9)

5.106 0.29a 4.16s 745.22 0.00 1.157 1.73 3.34(9)

5.112 0.27a 5.16s 745.22 0.00 1.545 3.08 3.06(9)

5.117 0.24a 6.16s 745.22 0.00 1.934 4.82 2.77(9)

5.120 0.22a 7.16s 745.22 0.00 2.325 6.95 2.48(9)

5.123 0.19a 8.16s 745.22 0.00 2.718 9.47 2.19(9)

5.124 0.16a 9.16s 745.22 0.00 3.114 12.39 1.90(9)

5.123 0.14a 10.16s 745.22 0.00 3.513 15.70 1.61(9)

5.123 0.13a 10.26s 745.22 0.00 3.555 16.07 Dk/MargImm.

5.123 0.11a 11.16s 745.22 0.00 3.906 19.41 1.32(9)

5.246 0.01a 15.17s 745.20 0.00 4.973 37.33 0.00(9)

5.298 0.01f 16.16s 745.22 0.00 5.127 42.31 -0.35(9)

5.545 0.14f 20.85s 745.22 0.00 5.390 66.98 -2.04(9)

5.559 0.15f 21.16s 745.12 0.00 5.390 68.64 -2.15(9)

5.819 0.34f 26.16s 745.23 0.00 5.162 95.23 -3.98(9)

6.067 0.56f 31.16s 745.10 0.00 4.708 120.00 -5.82(9)

6.268 0.79f 36.16s 745.22 0.00 4.143 142.17 -7.62(9)

6.417 1.00f 41.16s 745.23 0.00 3.510 161.33 -9.35(9)

6.514 1.21f 46.16s 745.23 0.00 2.827 177.20 -11.01(9)

6.561 1.41f 51.16s 745.23 0.00 2.108 189.55 -12.59(9)

6.554 1.60f 56.16s 745.23 0.00 1.364 198.24 -14.06(9)

6.487 1.75f 61.16s 745.23 0.00 0.605 203.17 -15.41(9)

Distances in FEET.------Specific Gravity = 1.000.-----------Area in Ft-Deg.

Note: The Center of Gravity shown above is for the Fixed Weight of

704.38 LT. As the tank load centers shift with heel and

trim, the total Center of Gravity varies. The righting arms shown above include the effect of the C.G. variation.

Critical Point-----------------------LCP-----TCP-----VCP

(9) COMPANIONWAY DOOR (STBD) TIGHT 12.25f 15.00s 9.50

LIM------------------46 CFR 28.580 CRITERION----------Min/Max--------Attained

(1) Absolute Angle at Equilibrium < 25.00 deg 1.16 P

(2) Angle from Equilibrium to RAzero > 20.00 deg LARGE

(3) Angle from Equilibrium to Flood > 20.00 deg LARGE

(4) Righting Arm at MaxRA > 0.33 Ft 5.39 P

871-B150-01 Page 16

11/16/21 14:57:11 U.S. Army Corps of Engineers Page 5

0 5 10 15 20 25 30 35 40 45 50 55 60

Degrees of Heel --> Starboard

0.0

1.0

2.0

3.0

4.0

5.0

F T

Righting Arm

F T D e g

Righting Area

-15

-10

-5

F T

0 5 10 15 20 25 30 35 40 45 50 55 60

Tight Pt. Height

871-B150-01 Page 17

DAMAGE CONDITION C - DEPARTURE CONDITION & UNBALLASTED WITH R976 EXCAVATOR

DAMAGE TO BALLAST 1-P

WEIGHT and DISPLACEMENT STATUS Baseline draft: 5.085 @ Origin

Trim: Aft 0.94/150.00, Heel: Port 1.46 deg.

Part------------------------------Weight(LT)----LCG-----TCG-----VCG LIGHT SHIP 584.07 0.14f 0.02p 6.85

CREW & EFFECT 5.00 0.00 0.00 9.00

STORES AND PROVISIONS 10.00 35.00a 0.00 4.00 R976 EXCAVATOR 105.31 58.00a 0.00 17.00

Total Fixed---------> 704.38 9.05a 0.02p 8.34 Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG------RefHt

FUELOIL.S 0.980 0.870 13.97 13.01a 3.92s 5.81 -8.89 FUELOIL.P 0.980 0.870 13.97 13.01a 3.97p 5.81 -8.69 SEWAGE.S 0.100 1.025 1.09 7.92f 4.88s 2.83 -3.33 POTABLE.P 0.980 1.000 10.44 3.99f 5.01p 5.69 -8.76 WO.S 0.100 0.924 0.07 7.65f 10.57s 2.82 -3.29 LO.S 0.980 0.924 0.65 5.00f 10.64s 4.14 -5.91 HO.S 0.980 0.924 0.65 2.33f 10.64s 4.14 -5.89

Total Tanks---------> 40.84 7.54a 0.81p 5.64 Total Weight--------> 745.22 8.97a 0.06p 8.19

Displ(LT)----LCB-----TCB-----VCB HULL 1.000 774.49 6.17a 0.73p 2.58 -5.08 BALLAST1.P Flooded 1.000 -29.30 65.89f 14.03p 2.54 -5.08

Total Displacement--> 1.000 745.20 9.00a 0.20p 2.58

Righting Arms: 0.00 0.00p Distances in FEET.------------------------------------------------------------

FREEBOARD STATUS

Baseline draft: 5.085 @ Origin

Trim: Aft 0.94/150.00, Heel: Port 1.46 deg.

Least freeboard is 2.94 Ft located at 73.65a

HYDROSTATIC PROPERTIES with FLOODING Trim: Aft 0.94/150.00, Heel: Port 1.46 deg., VCG = 8.19

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT

5.127 745.20 9.00a 2.58 12.19 6.65a 138.15 333.7 22.22

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Trim is per 150.00Ft

871-B150-01 Page 18

CRITICAL POINT STATUS

Baseline draft: 5.085 @ Origin

Trim: Aft 0.94/150.00, Heel: Port 1.46 deg.

Critical Points----------------------LCP-----TCP-----VCP-----Height

(1) DECK FWD EDGE STBD 75.00f 20.00s 9.00 4.89

(2) DECK FWD EDGE PORT 75.00f 20.00p 9.00 3.87

(3) DECK MIDSHIP STBD 0.00 20.00s 9.00 4.42

(4) DECK MIDSHIP PORT 0.00 20.00p 9.00 3.40

(5) DECK AFT EDGE STBD 75.00a 20.00s 9.00 3.95

(6) DECK AFT EDGE PORT 75.00a 20.00p 9.00 2.93

(7) SPUD CONTROL ROOM DOOR (P TIGHT 9.50f 15.00p 9.50 4.09

(8) COMPANIONWAY DOOR (PORT) TIGHT 15.00f 15.00p 9.50 4.12

(9) COMPANIONWAY DOOR (STBD) TIGHT 12.25f 15.00s 9.50 4.87 Distances in FEET.----------------------------------------------------

MAXIMUM VCG vs. DISPLACEMENT with FLOODING Trim = Aft 0.94/150.00 at zero heel (trim righting arm held at zero)

Displacement ------ Margins ------ LONG TONS Max VCG LIM1 LIM2 LIM3 LIM4

757.88 20.47 21d 0d LARGE 339%

Distances in FEET.---Specific Gravity = 1.000.---d = degrees.

Free surface ignored.

Note: The specified initial trim at zero heel refers to the unflooded state.

**** Notice: The transverse C.G. AFTER FLOODING is assumed to be zero. ****

LIM--------------46 CFR 28.580 CRITERION--------------Min/Max

(1) Absolute Angle at Equilibrium < 25.00 deg

(2) Angle from Equilibrium to RAzero > 20.00 deg

(3) Angle from Equilibrium to Flood > 20.00 deg

(4) Righting Arm at MaxRA > 0.33 Ft

871-B150-01 Page 19

CG - Draft: 5.09 @ 0.00 Trim: aft 0.94/150.00 Heel: port 1.46 deg.

Plan View

Profile View

Body @ 65.89f

Tanks 10 BALLAST1.P......Flooded

871-B150-01 Page 20

RIGHTING ARMS vs HEEL ANGLE with FLOODING Fixed CG: LCG = 9.05a TCG = 0.02p VCG = 8.34

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

5.083 0.36a 1.46p 745.20 0.00 0.000 0.00 4.09(7)

5.093 0.34a 2.46p 745.22 0.00 0.385 0.19 3.81(7)

5.101 0.31a 3.46p 745.22 0.00 0.771 0.77 3.53(7)

5.108 0.29a 4.46p 745.22 0.00 1.158 1.73 3.24(7)

5.113 0.26a 5.46p 745.22 0.00 1.547 3.09 2.96(7)

5.118 0.23a 6.46p 745.22 0.00 1.936 4.83 2.67(7)

5.121 0.21a 7.46p 745.22 0.00 2.328 6.96 2.38(7)

5.123 0.18a 8.46p 745.22 0.00 2.722 9.49 2.10(7)

5.124 0.15a 9.46p 745.22 0.00 3.120 12.41 1.81(7)

5.123 0.13a 10.26p 745.32 0.00 3.439 15.03 Dk/MargImm.

5.122 0.13a 10.46p 745.12 0.00 3.521 15.73 1.52(7)

5.125 0.10a 11.46p 745.22 0.00 3.902 19.44 1.22(7)

5.246 0.01a 15.17p 745.20 0.00 4.859 35.75 0.00(7)

5.315 0.02f 16.46p 745.22 0.00 5.054 42.17 -0.46(8)

5.546 0.14f 20.87p 745.22 0.00 5.280 64.94 -2.05(8)

5.575 0.16f 21.46p 745.22 0.00 5.277 68.07 -2.26(8)

5.836 0.35f 26.46p 745.23 0.00 5.033 94.05 -4.11(8)

6.083 0.58f 31.46p 745.22 0.00 4.574 118.16 -5.96(8)

6.279 0.80f 36.46p 745.22 0.00 4.012 139.67 -7.76(8)

6.424 1.02f 41.46p 745.23 0.00 3.382 158.18 -9.50(8)

6.518 1.22f 46.46p 745.23 0.00 2.703 173.41 -11.17(8)

6.562 1.43f 51.46p 745.23 0.00 1.990 185.16 -12.75(8)

6.552 1.61f 56.46p 745.23 0.00 1.253 193.28 -14.22(8)

6.481 1.76f 61.46p 745.23 0.00 0.502 197.67 -15.58(8)

Distances in FEET.------Specific Gravity = 1.000.-----------Area in Ft-Deg.

Note: The Center of Gravity shown above is for the Fixed Weight of

704.38 LT. As the tank load centers shift with heel and

trim, the total Center of Gravity varies. The righting arms shown above include the effect of the C.G. variation.

Critical Points----------------------LCP-----TCP-----VCP

(7) SPUD CONTROL ROOM DOOR (P TIGHT 9.50f 15.00p 9.50

(8) COMPANIONWAY DOOR (PORT) TIGHT 15.00f 15.00p 9.50

LIM------------------46 CFR 28.580 CRITERION----------Min/Max--------Attained

(1) Absolute Angle at Equilibrium < 25.00 deg 1.46 P

(2) Angle from Equilibrium to RAzero > 20.00 deg LARGE

(3) Angle from Equilibrium to Flood > 20.00 deg LARGE

(4) Righting Arm at MaxRA > 0.33 Ft 5.28 P

871-B150-01 Page 21

0 5 10 15 20 25 30 35 40 45 50 55 60

Degrees of Heel --> Port

0.0

1.0

2.0

3.0

4.0

5.0

F T

Righting Arm

F T D e g

Righting Area

-15

-10

-5

F T

0 5 10 15 20 25 30 35 40 45 50 55 60

Tight Pt. Height

871-B150-01 Page 22

DAMAGE CONDITION D - DEPARTURE CONDITION & UNBALLASTED WITH R976 EXCAVATOR

DAMAGE TO STBD CARRIAGE VOID

WEIGHT and DISPLACEMENT STATUS Baseline draft: 5.038 @ Origin

Trim: Aft 1.47/150.00, Heel: Stbd 0.35 deg.

Part------------------------------Weight(LT)----LCG-----TCG-----VCG LIGHT SHIP 584.07 0.14f 0.02p 6.85

CREW & EFFECT 5.00 0.00 0.00 9.00

STORES AND PROVISIONS 10.00 35.00a 0.00 4.00 R976 EXCAVATOR 105.31 58.00a 0.00 17.00

Total Fixed---------> 704.38 9.05a 0.02p 8.34 Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG------RefHt

FUELOIL.S 0.980 0.870 13.97 13.02a 3.95s 5.81 -8.72 FUELOIL.P 0.980 0.870 13.97 13.02a 3.94p 5.81 -8.77 SEWAGE.S 0.100 1.025 1.09 7.87f 5.03s 2.83 -3.20 POTABLE.P 0.980 1.000 10.44 3.99f 5.00p 5.69 -8.94 WO.S 0.100 0.924 0.07 7.65f 10.66s 2.82 -2.98 LO.S 0.980 0.924 0.65 5.00f 10.65s 4.14 -5.59 HO.S 0.980 0.924 0.65 2.33f 10.65s 4.14 -5.56

Total Tanks---------> 40.84 7.55a 0.78p 5.64 Total Weight--------> 745.22 8.97a 0.06p 8.19

Displ(LT)----LCB-----TCB-----VCB HULL 1.000 769.34 7.47a 0.17s 2.56 -5.04 VOID2.S Flooded 1.000 -24.13 40.45f 6.31s 2.34 -5.04

Total Displacement--> 1.000 745.20 9.02a 0.02p 2.57

Righting Arms: 0.00 0.00s Distances in FEET.------------------------------------------------------------

FREEBOARD STATUS

Baseline draft: 5.038 @ Origin

Trim: Aft 1.47/150.00, Heel: Stbd 0.35 deg.

Least freeboard is 3.11 Ft located at 74.75a

HYDROSTATIC PROPERTIES with FLOODING Trim: Aft 1.47/150.00, Heel: Stbd 0.35 deg., VCG = 8.19

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT

5.091 745.20 9.02a 2.57 12.25 5.42a 148.06 357.6 23.59

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Trim is per 150.00Ft

871-B150-01 Page 23

CRITICAL POINT STATUS

Baseline draft: 5.038 @ Origin

Trim: Aft 1.47/150.00, Heel: Stbd 0.35 deg.

Critical Points----------------------LCP-----TCP-----VCP-----Height

(1) DECK FWD EDGE STBD 75.00f 20.00s 9.00 4.57

(2) DECK FWD EDGE PORT 75.00f 20.00p 9.00 4.82

(3) DECK MIDSHIP STBD 0.00 20.00s 9.00 3.84

(4) DECK MIDSHIP PORT 0.00 20.00p 9.00 4.08

(5) DECK AFT EDGE STBD 75.00a 20.00s 9.00 3.11

(6) DECK AFT EDGE PORT 75.00a 20.00p 9.00 3.35

(7) SPUD CONTROL ROOM DOOR (P TIGHT 9.50f 15.00p 9.50 4.65

(8) COMPANIONWAY DOOR (PORT) TIGHT 15.00f 15.00p 9.50 4.70

(9) COMPANIONWAY DOOR (STBD) TIGHT 12.25f 15.00s 9.50 4.49 Distances in FEET.----------------------------------------------------

MAXIMUM VCG vs. DISPLACEMENT with FLOODING Trim = Aft 1.47/150.00 at zero heel (trim righting arm held at zero)

Displacement ------ Margins ------ LONG TONS Max VCG LIM1 LIM2 LIM3 LIM4

757.88 23.95 23d 0d LARGE 336%

Distances in FEET.---Specific Gravity = 1.000.---d = degrees.

Free surface ignored.

Note: The specified initial trim at zero heel refers to the unflooded state.

**** Notice: The transverse C.G. AFTER FLOODING is assumed to be zero. ****

LIM--------------46 CFR 28.580 CRITERION--------------Min/Max

(1) Absolute Angle at Equilibrium < 25.00 deg

(2) Angle from Equilibrium to RAzero > 20.00 deg

(3) Angle from Equilibrium to Flood > 20.00 deg

(4) Righting Arm at MaxRA > 0.33 Ft

871-B150-01 Page 24

CG - Draft: 5.04 @ 0.00 Trim: aft 1.47/150.00 Heel: stbd 0.35 deg.

Plan View

Profile View

Body @ 40.45f

Tanks 11 VOID2.S.........Flooded

871-B150-01 Page 25

RIGHTING ARMS vs HEEL ANGLE with FLOODING Fixed CG: LCG = 9.05a TCG = 0.02p VCG = 8.34

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

5.038 0.56a 0.35s 745.24 0.00 0.000 0.00 4.49(9)

5.041 0.55a 1.35s 745.20 0.00 0.412 0.21 4.22(9)

5.042 0.55a 2.35s 745.22 0.00 0.824 0.82 3.95(9)

5.042 0.54a 3.35s 745.22 0.00 1.237 1.85 3.68(9)

5.040 0.54a 4.35s 745.13 0.00 1.652 3.30 3.41(9)

5.037 0.53a 5.35s 745.12 0.00 2.068 5.16 3.14(9)

5.033 0.52a 6.35s 745.13 0.00 2.487 7.44 2.86(9)

5.026 0.52a 7.35s 745.12 0.00 2.907 10.13 2.59(9)

5.019 0.51a 8.35s 745.12 0.00 3.330 13.25 2.31(9)

5.011 0.50a 9.28s 745.23 0.00 3.726 16.54 Dk/MargImm.

5.010 0.50a 9.35s 745.18 0.00 3.756 16.79 2.03(9)

5.001 0.50a 10.35s 745.17 0.00 4.181 20.76 1.76(9)

5.058 0.56a 15.35s 745.22 0.00 5.742 45.72 0.25(9)

5.083 0.58a 16.13s 745.24 0.00 5.866 50.22 -0.00(9)

5.235 0.64a 20.35s 745.23 0.00 6.137 75.86 -1.41(9)

5.246 0.65a 20.64s 745.18 0.00 6.137 77.64 -1.51(9)

5.454 0.63a 25.35s 745.22 0.00 5.925 106.32 -3.16(9)

5.666 0.56a 30.35s 745.22 0.00 5.465 134.89 -4.93(9)

5.837 0.48a 35.35s 745.23 0.00 4.885 160.82 -6.66(9)

5.963 0.39a 40.35s 745.23 0.00 4.225 183.62 -8.35(9)

6.045 0.30a 45.35s 745.23 0.00 3.508 202.98 -9.97(9)

6.080 0.21a 50.35s 745.23 0.00 2.748 218.64 -11.52(9)

6.069 0.11a 55.35s 745.23 0.00 1.957 230.41 -12.98(9)

6.011 0.01a 60.35s 745.23 0.00 1.144 238.17 -14.34(9)

Distances in FEET.------Specific Gravity = 1.000.-----------Area in Ft-Deg.

Note: The Center of Gravity shown above is for the Fixed Weight of

704.38 LT. As the tank load centers shift with heel and

trim, the total Center of Gravity varies. The righting arms shown above include the effect of the C.G. variation.

Critical Point-----------------------LCP-----TCP-----VCP

(9) COMPANIONWAY DOOR (STBD) TIGHT 12.25f 15.00s 9.50

LIM------------------46 CFR 28.580 CRITERION----------Min/Max--------Attained

(1) Absolute Angle at Equilibrium < 25.00 deg 0.35 P

(2) Angle from Equilibrium to RAzero > 20.00 deg LARGE

(3) Angle from Equilibrium to Flood > 20.00 deg LARGE

(4) Righting Arm at MaxRA > 0.33 Ft 6.14 P

871-B150-01 Page 26

0 5 10 15 20 25 30 35 40 45 50 55 60

Degrees of Heel --> Starboard

0.0

1.0

2.0

3.0

4.0

5.0

6.0

F T

Righting Arm

F T D e g

Righting Area

-15

-10

-5

F T

0 5 10 15 20 25 30 35 40 45 50 55 60

Tight Pt. Height

871-B150-01 Page 27

DAMAGE CONDITION E - DEPARTURE CONDITION & UNBALLASTED WITH R976 EXCAVATOR

DAMAGE TO PORT CARRIAGE VOID

WEIGHT and DISPLACEMENT STATUS Baseline draft: 5.039 @ Origin

Trim: Aft 1.46/150.00, Heel: Port 0.64 deg.

Part------------------------------Weight(LT)----LCG-----TCG-----VCG LIGHT SHIP 584.07 0.14f 0.02p 6.85

CREW & EFFECT 5.00 0.00 0.00 9.00

STORES AND PROVISIONS 10.00 35.00a 0.00 4.00 R976 EXCAVATOR 105.31 58.00a 0.00 17.00

Total Fixed---------> 704.38 9.05a 0.02p 8.34 Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG------RefHt

FUELOIL.S 0.980 0.870 13.97 13.02a 3.94s 5.81 -8.79 FUELOIL.P 0.980 0.870 13.97 13.02a 3.96p 5.81 -8.70 SEWAGE.S 0.100 1.025 1.09 7.88f 4.95s 2.83 -3.28 POTABLE.P 0.980 1.000 10.44 3.99f 5.01p 5.69 -8.85 WO.S 0.100 0.924 0.07 7.65f 10.61s 2.82 -3.16 LO.S 0.980 0.924 0.65 5.00f 10.64s 4.14 -5.77 HO.S 0.980 0.924 0.65 2.33f 10.64s 4.14 -5.75

Total Tanks---------> 40.84 7.55a 0.80p 5.64 Total Weight--------> 745.22 8.97a 0.06p 8.19

Displ(LT)----LCB-----TCB-----VCB HULL 1.000 769.53 7.46a 0.32p 2.57 -5.04 VOID2.P Flooded 1.000 -24.31 40.46f 6.31p 2.36 -5.04

Total Displacement--> 1.000 745.22 9.02a 0.12p 2.57

Righting Arms: 0.00 0.00p Distances in FEET.------------------------------------------------------------

FREEBOARD STATUS

Baseline draft: 5.039 @ Origin

Trim: Aft 1.46/150.00, Heel: Port 0.64 deg.

Least freeboard is 3.01 Ft located at 74.75a

HYDROSTATIC PROPERTIES with FLOODING Trim: Aft 1.46/150.00, Heel: Port 0.64 deg., VCG = 8.19

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT

5.092 745.22 9.02a 2.57 12.25 5.42a 148.07 357.6 23.60

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Trim is per 150.00Ft

871-B150-01 Page 28

CRITICAL POINT STATUS

Baseline draft: 5.039 @ Origin

Trim: Aft 1.46/150.00, Heel: Port 0.64 deg.

Critical Points----------------------LCP-----TCP-----VCP-----Height

(1) DECK FWD EDGE STBD 75.00f 20.00s 9.00 4.91

(2) DECK FWD EDGE PORT 75.00f 20.00p 9.00 4.47

(3) DECK MIDSHIP STBD 0.00 20.00s 9.00 4.18

(4) DECK MIDSHIP PORT 0.00 20.00p 9.00 3.74

(5) DECK AFT EDGE STBD 75.00a 20.00s 9.00 3.45

(6) DECK AFT EDGE PORT 75.00a 20.00p 9.00 3.01

(7) SPUD CONTROL ROOM DOOR (P TIGHT 9.50f 15.00p 9.50 4.39

(8) COMPANIONWAY DOOR (PORT) TIGHT 15.00f 15.00p 9.50 4.44

(9) COMPANIONWAY DOOR (STBD) TIGHT 12.25f 15.00s 9.50 4.75 Distances in FEET.----------------------------------------------------

MAXIMUM VCG vs. DISPLACEMENT with FLOODING Trim = Aft 1.46/150.00 at zero heel (trim righting arm held at zero)

Displacement ------ Margins ------ LONG TONS Max VCG LIM1 LIM2 LIM3 LIM4

757.88 23.95 23d 0d LARGE 336%

Distances in FEET.---Specific Gravity = 1.000.---d = degrees.

Free surface ignored.

Note: The specified initial trim at zero heel refers to the unflooded state.

**** Notice: The transverse C.G. AFTER FLOODING is assumed to be zero. ****

LIM--------------46 CFR 28.580 CRITERION--------------Min/Max

(1) Absolute Angle at Equilibrium < 25.00 deg

(2) Angle from Equilibrium to RAzero > 20.00 deg

(3) Angle from Equilibrium to Flood > 20.00 deg

(4) Righting Arm at MaxRA > 0.33 Ft

871-B150-01 Page 29

CG - Draft: 5.04 @ 0.00 Trim: aft 1.46/150.00 Heel: port 0.64 deg.

Plan View

Profile View

Body @ 40.46f

Tanks 12 VOID2.P.........Flooded

871-B150-01 Page 30

RIGHTING ARMS vs HEEL ANGLE with FLOODING Fixed CG: LCG = 9.05a TCG = 0.02p VCG = 8.34

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

5.038 0.56a 0.64p 745.20 0.00 0.000 0.00 4.39(7)

5.041 0.55a 1.64p 745.20 0.00 0.412 0.21 4.12(7)

5.042 0.55a 2.64p 745.22 0.00 0.824 0.82 3.85(7)

5.041 0.54a 3.64p 745.13 0.00 1.238 1.86 3.58(7)

5.039 0.53a 4.64p 745.13 0.00 1.654 3.30 3.31(7)

5.036 0.53a 5.64p 745.12 0.00 2.071 5.16 3.03(7)

5.031 0.52a 6.64p 745.13 0.00 2.490 7.44 2.76(7)

5.024 0.51a 7.64p 745.12 0.00 2.911 10.14 2.48(7)

5.016 0.51a 8.64p 745.12 0.00 3.336 13.27 2.21(7)

5.011 0.50a 9.28p 745.22 0.00 3.610 15.51 Dk/MargImm.

5.007 0.50a 9.64p 745.18 0.00 3.762 16.82 1.93(7)

4.999 0.50a 10.64p 745.20 0.00 4.184 20.79 1.65(7)

5.067 0.57a 15.64p 745.22 0.00 5.678 45.61 0.13(7)

5.080 0.57a 16.03p 745.22 0.00 5.740 47.88 0.00(7)

5.246 0.65a 20.64p 745.23 0.00 6.027 75.32 -1.54(7)

5.467 0.62a 25.64p 745.22 0.00 5.797 105.12 -3.29(7)

5.677 0.55a 30.64p 745.22 0.00 5.333 133.04 -5.06(7)

5.845 0.47a 35.64p 745.23 0.00 4.753 158.31 -6.79(7)

5.969 0.39a 40.64p 745.23 0.00 4.096 180.46 -8.46(7)

6.048 0.30a 45.64p 745.23 0.00 3.383 199.18 -10.08(7)

6.080 0.20a 50.64p 745.23 0.00 2.629 214.23 -11.62(7)

6.067 0.10a 55.64p 745.23 0.00 1.845 225.43 -13.07(7)

6.006 0.00a 60.64p 745.23 0.00 1.039 232.64 -14.42(7)

Distances in FEET.------Specific Gravity = 1.000.-----------Area in Ft-Deg.

Note: The Center of Gravity shown above is for the Fixed Weight of

704.38 LT. As the tank load centers shift with heel and

trim, the total Center of Gravity varies. The righting arms shown above include the effect of the C.G. variation.

Critical Point-----------------------LCP-----TCP-----VCP

(7) SPUD CONTROL ROOM DOOR (P TIGHT 9.50f 15.00p 9.50

LIM------------------46 CFR 28.580 CRITERION----------Min/Max--------Attained

(1) Absolute Angle at Equilibrium < 25.00 deg 0.64 P

(2) Angle from Equilibrium to RAzero > 20.00 deg LARGE

(3) Angle from Equilibrium to Flood > 20.00 deg LARGE

(4) Righting Arm at MaxRA > 0.33 Ft 6.03 P

871-B150-01 Page 31

0 5 10 15 20 25 30 35 40 45 50 55 60

Degrees of Heel --> Port

0.0

1.0

2.0

3.0

4.0

5.0

6.0

F T

Righting Arm

F T D e g

Righting Area

-15

-10

-5

F T

0 5 10 15 20 25 30 35 40 45 50 55 60

Tight Pt. Height

871-B150-01 Page 32

DAMAGE CONDITION F - DEPARTURE CONDITION & UNBALLASTED WITH R976 EXCAVATOR

DAMAGE TO STBD GENERATOR ROOM

WEIGHT and DISPLACEMENT STATUS Baseline draft: 5.537 @ Origin

Trim: Aft 0.06/150.00, Heel: Stbd 4.09 deg.

Part------------------------------Weight(LT)----LCG-----TCG-----VCG LIGHT SHIP 584.07 0.14f 0.02p 6.85

CREW & EFFECT 5.00 0.00 0.00 9.00

STORES AND PROVISIONS 10.00 35.00a 0.00 4.00 R976 EXCAVATOR 105.31 58.00a 0.00 17.00

Total Fixed---------> 704.38 9.05a 0.02p 8.34 Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG------RefHt

FUELOIL.S 0.980 0.870 13.97 13.00a 3.99s 5.81 -8.59 FUELOIL.P 0.980 0.870 13.97 13.00a 3.90p 5.81 -9.16 SEWAGE.S 0.100 1.025 1.09 7.99f 5.33s 2.84 -2.79 POTABLE.P 0.980 1.000 10.44 4.00f 4.97p 5.69 -9.22 WO.S 0.100 0.924 0.07 7.67f 10.86s 2.82 -2.20 LO.S 0.980 0.924 0.65 5.00f 10.66s 4.14 -4.84 HO.S 0.980 0.924 0.65 2.33f 10.66s 4.14 -4.84

Total Tanks---------> 40.84 7.53a 0.74p 5.64 Total Weight--------> 745.22 8.97a 0.06p 8.19

Displ(LT)----LCB-----TCB-----VCB HULL 1.000 839.03 4.06a 1.87s 2.84 -5.52 GENROOM2.S Flooded 1.000 -93.82 34.99f 14.12s 3.28 -5.52

Total Displacement--> 1.000 745.22 8.97a 0.33s 2.79

Righting Arms: 0.00 0.00s Distances in FEET.------------------------------------------------------------

FREEBOARD STATUS

Baseline draft: 5.537 @ Origin

Trim: Aft 0.06/150.00, Heel: Stbd 4.09 deg.

Least freeboard is 2.00 Ft located at 73.65a

HYDROSTATIC PROPERTIES with FLOODING Trim: Aft 0.06/150.00, Heel: Stbd 4.09 deg., VCG = 8.19

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT

5.541 745.22 8.97a 2.79 11.37 8.49a 138.14 333.7 19.78

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Trim is per 150.00Ft

871-B150-01 Page 33

CRITICAL POINT STATUS

Baseline draft: 5.537 @ Origin

Trim: Aft 0.06/150.00, Heel: Stbd 4.09 deg.

Critical Points----------------------LCP-----TCP-----VCP-----Height

(1) DECK FWD EDGE STBD 75.00f 20.00s 9.00 2.06

(2) DECK FWD EDGE PORT 75.00f 20.00p 9.00 4.91

(3) DECK MIDSHIP STBD 0.00 20.00s 9.00 2.03

(4) DECK MIDSHIP PORT 0.00 20.00p 9.00 4.88

(5) DECK AFT EDGE STBD 75.00a 20.00s 9.00 2.00

(6) DECK AFT EDGE PORT 75.00a 20.00p 9.00 4.85

(7) SPUD CONTROL ROOM DOOR (P TIGHT 9.50f 15.00p 9.50 5.03

(8) COMPANIONWAY DOOR (PORT) TIGHT 15.00f 15.00p 9.50 5.03

(9) COMPANIONWAY DOOR (STBD) TIGHT 12.25f 15.00s 9.50 2.89 Distances in FEET.----------------------------------------------------

MAXIMUM VCG vs. DISPLACEMENT with FLOODING Trim = Aft 0.06/150.00 at zero heel (trim righting arm held at zero)

Displacement ------ Margins ------ LONG TONS Max VCG LIM1 LIM2 LIM3 LIM4

757.88 13.64 18d 0d LARGE 226%

Distances in FEET.---Specific Gravity = 1.000.---d = degrees.

Free surface ignored.

Note: The specified initial trim at zero heel refers to the unflooded state.

**** Notice: The transverse C.G. AFTER FLOODING is assumed to be zero. ****

LIM--------------46 CFR 28.580 CRITERION--------------Min/Max

(1) Absolute Angle at Equilibrium < 25.00 deg

(2) Angle from Equilibrium to RAzero > 20.00 deg

(3) Angle from Equilibrium to Flood > 20.00 deg

(4) Righting Arm at MaxRA > 0.33 Ft

871-B150-01 Page 34

CG - Draft: 5.54 @ 0.00 Trim: aft 0.06/150.00 Heel: stbd 4.09 deg.

Plan View

Profile View

Body @ 34.99f

Tanks 13 GENROOM2.S......Flooded

871-B150-01 Page 35

RIGHTING ARMS vs HEEL ANGLE with FLOODING Fixed CG: LCG = 9.05a TCG = 0.02p VCG = 8.34

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

5.523 0.02a 4.09s 745.25 0.00 0.000 0.00 2.89(9)

5.548 0.01f 5.09s 745.22 0.00 0.338 0.17 2.58(9)

5.571 0.05f 6.09s 745.22 0.00 0.678 0.68 2.27(9)

5.592 0.09f 7.09s 745.22 0.00 1.021 1.53 1.96(9)

5.612 0.13f 8.09s 745.22 0.00 1.366 2.72 1.66(9)

5.626 0.15f 8.84s 745.22 0.00 1.625 3.84 Dk/MargImm.

5.630 0.16f 9.09s 745.22 0.00 1.713 4.26 1.35(9)

5.653 0.21f 10.09s 745.22 0.00 2.042 6.14 1.03(9)

5.689 0.25f 11.09s 745.22 0.00 2.318 8.32 0.69(9)

5.738 0.30f 12.09s 745.22 0.00 2.547 10.75 0.35(9)

5.795 0.34f 13.05s 745.22 0.00 2.730 13.28 0.00(9)

5.797 0.34f 13.09s 745.22 0.00 2.737 13.39 -0.01(9)

5.866 0.39f 14.09s 745.22 0.00 2.897 16.21 -0.39(9)

6.295 0.61f 19.09s 745.22 0.00 3.343 32.09 -2.35(9)

6.431 0.70f 20.44s 745.22 0.00 3.356 36.61 -2.92(9)

6.791 0.94f 24.09s 745.17 0.00 3.261 48.76 -4.44(9)

7.236 1.26f 29.09s 745.23 0.00 2.954 64.43 -6.50(9)

7.611 1.56f 34.09s 745.22 0.00 2.535 78.20 -8.48(9)

7.907 1.81f 39.09s 745.21 0.00 2.051 89.69 -10.38(9)

8.124 2.03f 44.09s 745.16 0.00 1.527 98.66 -12.17(9)

8.272 2.22f 49.09s 745.27 0.00 0.972 104.92 -13.86(9)

8.349 2.39f 54.09s 745.29 0.00 0.397 108.35 -15.43(9)

8.362 2.49f 57.49s 745.22 0.00 -0.001 109.02 -16.43(9)

8.358 2.53f 59.09s 745.22 0.00 -0.190 108.87 -16.88(9)

8.306 2.66f 64.09s 745.22 0.00 -0.783 106.44 -18.21(9)

Distances in FEET.------Specific Gravity = 1.000.-----------Area in Ft-Deg.

Note: The Center of Gravity shown above is for the Fixed Weight of

704.38 LT. As the tank load centers shift with heel and

trim, the total Center of Gravity varies. The righting arms shown above include the effect of the C.G. variation.

Critical Point-----------------------LCP-----TCP-----VCP

(9) COMPANIONWAY DOOR (STBD) TIGHT 12.25f 15.00s 9.50

LIM------------------46 CFR 28.580 CRITERION----------Min/Max--------Attained

(1) Absolute Angle at Equilibrium < 25.00 deg 4.09 P

(2) Angle from Equilibrium to RAzero > 20.00 deg 53.40 P

(3) Angle from Equilibrium to Flood > 20.00 deg LARGE

(4) Righting Arm at MaxRA > 0.33 Ft 3.36 P

871-B150-01 Page 36

0 10 20 30 40 50 60

Degrees of Heel --> Starboard

-1.0

-0.5

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

F T

Righting Arm

F T D e g

Righting Area

-20

-15

-10

-5

F T

0 10 20 30 40 50 60

Tight Pt. Height

871-B150-01 Page 37

11/16/21 14:57:13 U.S. Army Corps of Engineers Page 1

DAMAGE CONDITION G - DEPARTURE CONDITION & UNBALLASTED WITH R976 EXCAVATOR

DAMAGE TO PORT ACCOM SPACES

WEIGHT and DISPLACEMENT STATUS Baseline draft: 5.548 @ Origin

Trim: Aft 0.03/150.00, Heel: Port 4.44 deg.

Part------------------------------Weight(LT)----LCG-----TCG-----VCG LIGHT SHIP 584.07 0.14f 0.02p 6.85

CREW & EFFECT 5.00 0.00 0.00 9.00

STORES AND PROVISIONS 10.00 35.00a 0.00 4.00 R976 EXCAVATOR 105.31 58.00a 0.00 17.00

Total Fixed---------> 704.38 9.05a 0.02p 8.34 Load-----SpGr-----Weight(LT)----LCG-----TCG-----VCG------RefHt

FUELOIL.S 0.980 0.870 13.97 13.00a 3.90s 5.81 -9.20 FUELOIL.P 0.980 0.870 13.97 13.00a 3.99p 5.81 -8.58 SEWAGE.S 0.100 1.025 1.09 8.00f 4.64s 2.84 -3.53 POTABLE.P 0.980 1.000 10.44 4.00f 5.03p 5.69 -8.47 WO.S 0.100 0.924 0.07 7.67f 10.41s 2.83 -3.78 LO.S 0.980 0.924 0.65 5.00f 10.63s 4.14 -6.43 HO.S 0.980 0.924 0.65 2.33f 10.63s 4.14 -6.43

Total Tanks---------> 40.84 7.53a 0.84p 5.64 Total Weight--------> 745.22 8.97a 0.06p 8.19

Displ(LT)----LCB-----TCB-----VCB HULL 1.000 840.54 3.98a 2.03p 2.86 -5.53 ACCOMAREA2.P Flooded 1.000 -95.32 35.00f 14.13p 3.33 -5.53

Total Displacement--> 1.000 745.22 8.97a 0.48p 2.80

Righting Arms: 0.00 0.00p Distances in FEET.------------------------------------------------------------

FREEBOARD STATUS

Baseline draft: 5.548 @ Origin

Trim: Aft 0.03/150.00, Heel: Port 4.44 deg.

Least freeboard is 1.88 Ft located at 73.65a

HYDROSTATIC PROPERTIES with FLOODING Trim: Aft 0.03/150.00, Heel: Port 4.44 deg., VCG = 8.19

LCF Displacement Buoyancy-Ctr. Weight/ Moment/ Draft----Weight(LT)----LCB-----VCB-----Inch-----LCF---In trim----GML-----GMT

5.550 745.22 8.97a 2.80 11.38 8.49a 138.21 333.8 19.83

Distances in FEET.-------Specific Gravity = 1.000.-----------Moment in Ft-LT.

Trim is per 150.00Ft

871-B150-01 Page 38

11/16/21 14:57:13 U.S. Army Corps of Engineers Page 2

CRITICAL POINT STATUS

Baseline draft: 5.548 @ Origin

Trim: Aft 0.03/150.00, Heel: Port 4.44 deg.

Critical Points----------------------LCP-----TCP-----VCP-----Height

(1) DECK FWD EDGE STBD 75.00f 20.00s 9.00 5.00

(2) DECK FWD EDGE PORT 75.00f 20.00p 9.00 1.91

(3) DECK MIDSHIP STBD 0.00 20.00s 9.00 4.99

(4) DECK MIDSHIP PORT 0.00 20.00p 9.00 1.89

(5) DECK AFT EDGE STBD 75.00a 20.00s 9.00 4.97

(6) DECK AFT EDGE PORT 75.00a 20.00p 9.00 1.88

(7) SPUD CONTROL ROOM DOOR (P TIGHT 9.50f 15.00p 9.50 2.78

(8) COMPANIONWAY DOOR (PORT) TIGHT 15.00f 15.00p 9.50 2.78

(9) COMPANIONWAY DOOR (STBD) TIGHT 12.25f 15.00s 9.50 5.10 Distances in FEET.----------------------------------------------------

MAXIMUM VCG vs. DISPLACEMENT with FLOODING Trim = Aft 0.03/150.00 at zero heel (trim righting arm held at zero)

Displacement ------ Margins ------ LONG TONS Max VCG LIM1 LIM2 LIM3 LIM4

757.88 13.62 18d 0d LARGE 225%

Distances in FEET.---Specific Gravity = 1.000.---d = degrees.

Free surface ignored.

Note: The specified initial trim at zero heel refers to the unflooded state.

**** Notice: The transverse C.G. AFTER FLOODING is assumed to be zero. ****

LIM--------------46 CFR 28.580 CRITERION--------------Min/Max

(1) Absolute Angle at Equilibrium < 25.00 deg

(2) Angle from Equilibrium to RAzero > 20.00 deg

(3) Angle from Equilibrium to Flood > 20.00 deg

(4) Righting Arm at MaxRA > 0.33 Ft

871-B150-01 Page 39

11/16/21 14:57:13 U.S. Army Corps of Engineers Page 3

CG - Draft: 5.55 @ 0.00 Trim: aft 0.03/150.00 Heel: port 4.44 deg.

Plan View

Profile View

Body @ 35.00f

Tanks 14 ACCOMAREA2.P....Flooded

871-B150-01 Page 40

11/16/21 14:57:13 U.S. Army Corps of Engineers Page 4

RIGHTING ARMS vs HEEL ANGLE with FLOODING Fixed CG: LCG = 9.05a TCG = 0.02p VCG = 8.34

Origin Degrees of Displacement Righting Arms Flood Pt Depth---Trim----Heel----Weight(LT)---in Trim--in Heel---> Area--Height

5.532 0.01a 4.44p 745.25 0.00 0.000 0.00 2.78(7)

5.556 0.03f 5.44p 745.22 0.00 0.339 0.17 2.47(8)

5.579 0.06f 6.44p 745.22 0.00 0.680 0.68 2.16(8)

5.599 0.10f 7.44p 745.22 0.00 1.023 1.53 1.85(8)

5.618 0.14f 8.44p 745.22 0.00 1.370 2.73 1.54(8)

5.626 0.15f 8.83p 745.22 0.00 1.508 3.30 Dk/MargImm.

5.637 0.18f 9.44p 745.22 0.00 1.716 4.27 1.23(8)

5.664 0.22f 10.44p 745.22 0.00 2.029 6.14 0.90(8)

5.704 0.27f 11.44p 745.22 0.00 2.287 8.30 0.56(8)

5.757 0.31f 12.44p 745.22 0.00 2.502 10.69 0.21(8)

5.792 0.34f 13.00p 745.22 0.00 2.607 12.14 0.00(8)

5.820 0.36f 13.44p 745.22 0.00 2.681 13.29 -0.16(8)

5.892 0.40f 14.44p 745.22 0.00 2.832 16.05 -0.54(8)

6.329 0.63f 19.44p 745.22 0.00 3.239 31.50 -2.53(8)

6.431 0.70f 20.44p 745.22 0.00 3.246 34.75 -2.95(8)

6.824 0.96f 24.44p 745.16 0.00 3.138 47.61 -4.63(8)

7.264 1.28f 29.44p 745.23 0.00 2.825 62.65 -6.70(8)

7.634 1.57f 34.44p 745.22 0.00 2.406 75.77 -8.69(8)

7.925 1.82f 39.44p 745.21 0.00 1.925 86.63 -10.59(8)

8.137 2.04f 44.44p 745.17 0.00 1.406 94.97 -12.39(8)

8.279 2.23f 49.44p 745.27 0.00 0.856 100.64 -14.08(8)

8.352 2.39f 54.44p 745.29 0.00 0.288 103.51 -15.65(8)

8.361 2.47f 56.94p 745.22 0.00 0.000 103.87 -16.39(8)

8.357 2.54f 59.44p 745.26 0.00 -0.291…