southside commerce center walls 1-3

DESIGN CALCULATIONS

FOR

SOUTHSIDE COMMERCE CENTER

WALLS 1-3

TOWN OF GOSHEN, ORANGE COUNTY, NEW YORK

PROJECT NO.: 20ARW019A

PLANS & CALCULATIONS DATED 06/17/20, REV. 0

06/17/20

PREPARED BY:

116 EDWARDS FERRY ROAD NE, UNIT S, LEESBURG, VA | T: (571) 707-8057 | F: (678) 550-9862

Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1

Project Information

Client ARW

Name SOUTHSIDE COMMERCE CENTER Number 20ARW019

Site ORANGE COUNTY, NY Designer NT

Revision 1 Created 6/15/2020 Modified 6/17/2020

Standard National Concrete Masonry Association 3rd Edition

Seismic As 0.09 Default Deflection of 2.00 inch

Selected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.Name: Diamond Pro®

1 Printed 6/17/2020Version: 2.6.0.6781

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Section #14 at Station 87.00Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.

Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch

Soil Parameters

Soil Zone Soil Type Angle φFriction

[lb/ft³]Density γ

In Situ

[lb/ft²]Cohesion Cf

Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a

Section DetailsSection Height 7.00 Back Slope 0.00° LL Surcharge 250 DL Surcharge 0Design Height 7.00 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 0.00 ftEmbedment 1.00 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft

Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value

FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50FSot Overturning 2.00

SeismicReinforcedExternal Value Internal Value Facing Value


ReinforcementsERS-3 - ERS-3 Supplier: User defined, Fill Type: SandsTult 3,600.00 lb/ft RFcr 1.51 RFd 1.10 LTDS 1,970.34 lb/ftRFid 1.10 Cds 0.80 Ci 0.80

Connection/Shear Propertiesαcs1 1,184.00 lb/ft IP-1 1,478.00 lb/ft αcs2 2,044.00 lb/ft IP-2 2,400.00 lb/ftαcs max 2,247.00 lb/ft au 1,181.38 lb/ft λu 45.00 lb/ft Vu(max) 2,660.84 lb/ft

Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0

External Static FS

Bearing Capacity 9.10 Bearing Pressure 1120.22 lb/ft²Overturning 8.80 Max Eccentricity 0.00 ftBase Sliding 3.45Crest Toppling 5.99Internal Sliding 5.33

External Seismic FS

Bearing Capacity 10.67 Bearing Pressure 955.19 lb/ft²

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External Seismic FS

Overturning 12.77 Max Eccentricity 0.00 ftBase Sliding 4.55Crest Toppling 2.92Internal Sliding 7.42

LayerInternal Static

Elevation [ft] Rein. Length [ft] FSSliding

Internal

FSPullout

FSOverstress

Tensile

3 460.33 ERS-3 7.00 15.20 5.04 16.032 458.33 ERS-3 7.00 7.72 6.00 6.151 456.33 ERS-3 7.00 5.33 7.40 3.80

LayerInternal Seismic


Internal

FSPullout

FSOverstress

Tensile

3 460.33 ERS-3 7.00 31.27 2.63 12.622 458.33 ERS-3 7.00 12.18 6.19 9.581 456.33 ERS-3 7.00 7.42 7.57 5.87

LayerFacing Static

Elevation [ft] Rein. Length [ft] FSStrength

Connection

3 460.33 ERS-3 7.00 10.662 458.33 ERS-3 7.00 4.561 456.33 ERS-3 7.00 3.11

LayerFacing Seismic


Connection

3 460.33 ERS-3 7.00 5.562 458.33 ERS-3 7.00 4.711 456.33 ERS-3 7.00 3.18

Internal Compound Stability10 Lowest Static

Radius Point Entry Point Exit Point Result Status

1 7 1 1.66 Pass6 6 3 2.10 Pass1 6 4 2.47 Pass1 9 2 2.57 Pass6 3 6 2.71 Pass1 10 5 3.21 Pass4 4 7 3.39 Pass1 6 8 4.79 Pass3 1 9 5.15 Pass1 1 10 8.49 Pass

10 Lowest Seismic1 7 1 1.84 Pass

10 7 3 2.52 Pass8 5 2 2.98 Pass3 7 4 3.04 Pass6 3 6 3.70 Pass1 10 5 3.97 Pass

10 5 7 4.85 Pass4 7 8 7.03 Pass

10 1 9 9.91 Pass1 10 10 20.85 Pass


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Section 14 Details

Section 14 Static ICS Cross-section

Section 14 Seismic ICS Cross-section

* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0


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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0

ReSSA -- Reinforced Slope Stability Analysis SOUTHSIDE COMMERCE CENTERPresent Date/Time: Tue Jun 16 11:38:17 2020 V:\.....9 - Southside Commerce Center - Goshen, NY\Calculations\Ressa\ReSSA_WALL1_PANEL14_PERM.MSE

SOUTHSIDE COMMERCE CENTERReport created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.

PROJECT IDENTIFICATION

Title: SOUTHSIDE COMMERCE CENTERProject Number: 20ARW019 - Client: ARWDesigner: NT

Description:WALL 1 - PANEL 14 - PERM. CONDITION

Company's information:

Name: ERS Materials, LLCStreet: 116 Edwards Ferry Road NE

Unit SLeesburg, VA 20176

Telephone #:Fax #:E-Mail:

Original file path and name: V:\2020\20 ..... NY\Calculations\Ressa\ReSSA_WALL1_PANEL14_PERM.MSEOriginal date and time of creating this file: Mon Jun 15 15:16:41 2020

PROGRAM MODE: Analysis of a General Slope using GEOSYNTHETIC as reinforcing material.


SOUTHSIDE COMMERCE CENTERCopyright © 2001-2012 ADAMA Engineering, Inc. www.GeoPrograms.com License number ReSSA-301779

Page 1 of 11



INPUT DATA (EXCLUDING REINFORCEMENT LAYOUT)

SOIL DATA

=========== Soil Layer #: ===========Unit weight,[lb/ft ³]

Internal angle offriction,

[deg.]Cohesion, c

[lb/ft ²]

...........................................................................1 Block Face 130.0 0.0 500.0

...........................................................................2 Reinforced Fill 130.0 32.0 0.0

...........................................................................3 Retained / Foundation Soil 130.0 30.0 0.0

...........................................................................4 Foundation Soil (WR) 140.0 40.0 0.0

REINFORCEMENT

R e i n f o r c e m e n t

Type # GeosyntheticDesignated Name

UltimateStrength, Tult

ReductionFactor forInstallationDamage, RFid

ReductionFactor forDurability, RFd

ReductionFactor forCreep, RFc

AdditionalReductionFactor, RFa

CoverageRatio, Rc

[lb/ft]

1 ERS-3 3600.00 1.10 1.10 1.51 1.00 1.00

I n t e r a c t i o n P a r a m e t e r s


== Direct Sliding == ==== Pullout ====

Cds-phi Cds-c Ci Alpha

1 ERS-3 0.80 0.00 0.80 0.80

Relative Orientation of Reinforcement Force, ROR = 1.00. Assigned Factor of Safety to resist pullout, Fs-po = 1.50Design method for Global Stability: AASHTO/FHWA Bishop.

WATER

Water is not present

SEISMICITY

Not Applicable



Page 2 of 11



DRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick Input

-- Problem geometry is defined along sections selected by user at x,y coordinates.-- X1,Y1 represents the coordinates of soil surface. X2,Y2 represent the coordinates of the end of soil layer 1 and start of soil layer 2, and so on.

GEOMETRYSoil profile contains 4 layers (see details in next page)

UNIFORM SURCHARGELoad Q1 = 250.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X1s = 3.90 and ends at X1e = 100.00 [ft]........................................................................Surcharge load, Q2 None.......................................................................Surcharge load, Q3 None

STRIP LOAD.......................................................................None

Toe point

1

2

34

56 7 8 9

SCALE:

0 2 4 6 8 10 [ft]



Page 3 of 11



TABULATED DETAILS OF GEMERAL SPECIFIED GEOMETRY

Soil profile contains 4 layers. Coordinates in [ft.]

# Xi YiTop of Layer 1 1 -45.00 442.00

2 -25.00 450.003 -0.03 456.004 0.00 455.005 0.88 462.00

Top of Layer 2 6 -45.00 442.007 -25.00 450.008 -0.03 456.009 0.00 455.0010 1.00 455.0011 1.88 462.00

Top of Layer 3 12 -45.00 442.0013 -25.00 450.0014 -0.03 455.9715 0.00 454.9716 7.00 454.9717 7.90 461.97

Top of Layer 4 18 -45.00 432.0019 -25.00 440.0020 -0.03 446.0021 122.00 461.90



Page 4 of 11



TABULATED DETAILS OF SPECIFIED GEOMETRY


# X Y1 Y2 Y3 Y41 -45.00 442.00 442.00 442.00 432.002 -25.00 450.00 450.00 450.00 440.003 -0.03 456.00 456.00 455.97 446.004 0.00 455.00 455.00 454.97 446.005 0.88 462.00 455.00 454.97 446.126 1.00 462.00 455.00 454.97 446.137 1.88 462.00 462.00 454.97 446.258 7.00 462.00 462.00 454.97 446.929 7.90 462.00 462.00 461.97 447.0310 122.00 462.00 462.00 461.97 461.90



Page 5 of 11



DISTRIBUTION OF AVAILABLE STRENGTH ALONG EACH REINFORCEMENT LAYER

A = Front-end of reinforcement (at face of slope)B = Rear-end of reinforcementAB = L1 + L2 + L3 = Embedded length of reinforcement

Tavailable = Long-term strength of reinforcementTfe = Available front-end strength (e.g., connection to facing)

L1 = Front-end 'pullout' lengthL2 = Rear-end pullout lengthTavailable prevails along L3

Factor of safety on resistance to pullout on either end of reinforcement, Fs-po = 1.50

ReinforcementLayer #

DesignatedName

Height Relativeto Toe [ft]

L[ft]

L1[ft]

L2[ft]

L3[ft]

Tfe[lb/ft]

Tavailable[lb/ft]

1 ERS-3 1.33 7.00 0.89 5.02 1.09 1595.97 1970.342 ERS-3 3.33 7.00 0.77 6.23 0.00 1458.05 1744.93 (*)3 ERS-3 5.33 7.00 0.00 7.00 0.00 1139.18 1139.18 (*)

(*) This Tavailable is dictated by the pullout resistance capacity, which is smaller than the long-term strength of the reinforcement that is related to its specified ultimate strength.



Page 6 of 11



RESULTS OF ROTATIONAL STABILITY ANALYSIS

Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.

Critical circles for each entry point (considering all specified exit points)Entry Point #

E n t r y P o i n t( X , Y )

[ft]

E x i t P o i n t( X , Y )

[ft]

C r i t i c a l C i r c l e( Xc , Yc , R )

[ft]Fs STATUS

1 5.00 462.00 0.38 458.33 0.25 463.25 4.92 2.22 2 5.90 462.01 -7.78 454.21 -3.16 462.01 9.06 1.90 3 6.80 462.00 -6.47 454.50 -2.10 462.25 8.90 1.67 4 7.70 462.00 -6.49 454.51 -1.89 462.97 9.63 1.52 5 8.59 462.00 -7.80 454.21 -2.64 464.51 11.51 1.42 6 9.49 462.00 -7.80 454.20 -2.95 466.51 13.23 1.37 7 10.39 462.00 -7.86 454.22 -2.65 467.30 14.07 1.36

. .8 11.28 462.00 -9.18 453.93 -3.38 469.21 16.34 1.35 OK 9 12.18 462.00 -9.10 453.89 -3.42 470.96 17.99 1.36

10 13.08 462.00 -10.45 453.59 -4.65 474.48 21.68 1.37 11 13.98 462.00 -11.73 453.28 -6.09 478.88 26.22 1.41 12 14.87 462.00 -11.60 453.24 -6.80 483.14 30.28 1.45 13 15.77 462.00 -12.86 452.93 -8.43 488.68 36.02 1.50 14 16.67 462.00 -14.20 452.63 -9.27 491.94 39.62 1.55 15 17.57 462.00 -15.55 452.33 -10.11 495.25 43.26 1.60 16 18.46 462.00 -16.91 452.03 -10.94 498.61 46.96 1.65 17 19.36 462.00 -16.96 452.04 -10.72 500.47 48.83 1.70 18 20.26 462.00 -45.29 442.02 -55.41 592.75 151.07 1.73 19 21.16 462.00 -45.17 442.03 -55.72 597.21 155.53 1.75 20 22.05 462.00 -45.05 442.04 -56.04 601.75 160.09 1.78 21 22.95 462.00 -44.92 442.05 -56.36 606.39 164.74 1.80 22 23.85 462.00 -45.50 442.02 -53.08 598.66 156.83 1.82 23 24.75 462.00 -45.38 442.03 -53.30 602.92 161.09 1.85 24 25.64 462.00 -45.26 442.03 -51.70 600.77 158.87 1.87 25 26.54 462.00 -45.15 442.04 -51.84 604.77 162.87 1.89 26 27.44 462.00 -45.09 442.02 -48.87 597.37 155.39 1.92 27 28.33 462.00 -50.52 442.01 -47.33 594.95 152.97 1.94 28 29.23 462.00 -50.54 442.01 -47.27 598.14 156.17 1.97 29 30.13 462.00 -50.56 442.01 -47.22 601.37 159.40 1.99 30 31.03 462.00 -50.81 442.03 -44.67 594.55 152.64 2.02 31 31.92 462.00 -50.79 442.03 -44.57 597.54 155.63 2.04 32 32.82 462.00 -50.77 442.03 -44.46 600.56 158.65 2.07 33 33.72 462.00 -50.76 442.03 -44.36 603.60 161.70 2.09 34 34.62 462.00 -50.74 442.03 -44.25 606.67 164.77 2.12 35 35.51 462.00 -50.72 442.03 -44.14 609.76 167.87 2.15 36 36.41 462.00 -50.70 442.04 -41.60 602.36 160.58 2.17 37 37.31 462.00 -50.69 442.04 -41.45 605.22 163.45 2.20 38 38.21 462.00 -50.67 442.04 -41.29 608.11 166.34 2.22 39 39.10 462.00 -50.65 442.04 -41.14 611.02 169.25 2.25 40 40.00 462.00 -50.63 442.03 -40.99 613.95 172.18 2.28

Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-entry' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.



Page 7 of 11





Critical circles for each exit point (considering all specified entry points).Exit Point #


[ft]


[ft]


[ft]Fs STATUS

1 -50.45 442.02 15.77 462.00 -46.30 547.98 106.04 1.66 2 -49.13 442.02 15.77 462.00 -45.14 544.44 102.50 1.66 3 -47.67 442.00 15.77 462.00 -45.62 546.13 104.15 1.66 4 -45.30 442.00 15.77 462.00 -46.15 547.87 105.87 1.66 5 -44.87 442.05 15.77 462.00 -44.87 544.20 102.15 1.66 6 -43.59 442.56 15.77 462.00 -43.59 542.93 100.37 1.66 7 -42.31 443.08 15.77 462.00 -42.31 541.67 98.59 1.67 8 -41.03 443.59 15.77 462.00 -41.03 540.41 96.82 1.67 9 -39.94 444.11 15.77 462.00 -38.17 534.27 90.18 1.67

10 -38.65 444.62 15.77 462.00 -36.92 533.08 88.48 1.67 11 -37.37 445.13 15.77 462.00 -35.66 531.90 86.79 1.67 12 -36.20 445.65 15.77 462.00 -33.07 526.50 80.91 1.67 13 -34.92 446.17 15.77 462.00 -31.85 525.39 79.28 1.67 14 -33.60 446.69 14.87 462.00 -27.61 512.11 65.70 1.66 15 -32.33 447.20 14.87 462.00 -26.45 511.16 64.22 1.66 16 -31.20 447.74 14.87 462.00 -24.48 507.57 60.21 1.65 17 -29.82 448.24 14.87 462.00 -23.34 506.67 58.79 1.64 18 -28.42 448.74 14.87 462.00 -21.49 503.43 55.12 1.62 19 -26.99 449.24 14.87 462.00 -20.37 502.58 53.75 1.61 20 -25.96 449.79 14.87 462.00 -18.63 499.65 50.40 1.58 21 -24.48 450.18 13.98 462.00 -15.80 490.41 41.16 1.56 22 -23.17 450.48 13.98 462.00 -14.83 489.25 39.66 1.54 23 -21.87 450.79 13.98 462.00 -13.86 488.09 38.15 1.52 24 -20.85 451.16 13.08 462.00 -12.45 483.41 33.32 1.50 25 -19.54 451.46 13.08 462.00 -11.51 482.36 31.92 1.48 26 -18.22 451.76 13.08 462.00 -10.56 481.32 30.53 1.45 27 -16.91 452.06 13.08 462.00 -9.62 480.28 29.14 1.43 28 -15.41 452.32 13.08 462.00 -8.39 478.42 27.03 1.42 29 -14.27 452.67 12.18 462.00 -7.27 474.98 23.38 1.40 30 -12.96 452.97 12.18 462.00 -6.35 474.09 22.13 1.38 31 -11.74 453.30 12.18 462.00 -5.23 472.65 20.41 1.37 32 -10.27 453.55 11.28 462.00 -4.28 469.97 17.48 1.36 . .33 -9.18 453.93 11.28 462.00 -3.38 469.21 16.34 1.35 OK 34 -7.86 454.22 11.28 462.00 -2.49 468.45 15.21 1.36 35 -6.47 454.49 10.39 462.00 -1.89 466.88 13.21 1.37 36 -5.15 454.78 10.39 462.00 -0.99 466.15 12.11 1.41 37 -3.99 455.14 10.39 462.00 -0.08 465.43 11.02 1.47 38 -2.72 455.45 10.39 462.00 0.72 464.94 10.10 1.58 39 -1.31 455.72 11.28 462.00 3.23 462.39 8.07 2.20 40 -0.05 455.00 10.39 462.00 0.37 465.65 10.66 1.55 41 -4.35 455.06 10.39 462.00 -0.32 465.63 11.31 1.45 42 -1.90 455.56 10.39 462.00 1.62 463.80 8.95 1.70 43 0.09 456.09 9.49 462.00 -6.82 477.53 22.52 2.15 44 0.20 456.66 9.49 462.00 -2.52 472.16 15.73 1.66 45 0.19 457.22 9.49 462.00 -0.63 470.24 13.05 1.92 46 0.29 457.78 9.49 462.00 1.23 467.87 10.13 2.29 47 0.35 458.32 7.70 462.00 -3.44 475.04 17.15 1.90 48 0.44 458.89 6.80 462.00 0.19 467.45 8.56 2.23 49 0.55 459.45 7.70 462.00 1.69 467.52 8.15 2.74 50 0.58 460.02 7.70 462.00 2.67 466.28 6.60 3.42

Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-exit' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.



Page 8 of 11



RESULTS OF TRANSLATIONAL ANALYSIS

Results in the table below represent critical two-part wedges identified between specified starting (X1) and ending (X2) search points. Wedges along all reinforcement layers and at elevation zero are reported. The critical two-part wedge, one for each predetermined elevation, is defined by Xa, Xb and Xc where Xa is the front end of the passive wedge (slope face), Xb is where the passive wedge ends and the active one starts, and Xc is the X-ordinate at which the active wedge starts.

Critical two-part wedge along each interface:

Interface Height Relative to Toe[ft]

( Xa, Ya )[ft]

( Xb, Yb )[ft]

( Xc, Yc )[ft]

Fs STATUS

......................................................................................................................................................................................................................

. .At toe elevation 0.00 0.00 455.00 1.14 455.00 12.35 462.00 1.63 OK

Reinf. Layer #1 1.33 0.17 456.33 4.44 456.33 11.96 462.00 1.79 OKReinf. Layer #2 3.33 0.42 458.33 4.64 458.33 9.88 462.00 2.10 OKReinf. Layer #3 5.33 0.67 460.33 3.95 460.33 5.87 462.00 2.69 OK

Note: In the 'Status' column, OK means the critical two part-wedge was identified within the specified search domain. 'Minimum on Edge' means the critical result corresponds to a minimum on the edge of the search domain; i.e., either on X1 or X2 or the internally preset limits on Xc.



Page 9 of 11



CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESRotational (Circular Arc; Bishop) Stability Analysis

Minimum Factor of Safety = 1.35Critical Circle: Xc = -3.38[ft], Yc = 469.21[ft], R = 16.34[ft]. (Number of slices used = 55 )

Translational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisMinimum Factor of Safety = 1.63Critical Two-Part Wedge: (Xa = 0.00, Ya = 455.00) [ft]

(Xb = 1.14, Yb = 455.00) [ft](Xc = 12.35, Yc = 462.00) [ft](Number of slices used = 30 )Interslice resultant force inclination = 31.19 [degrees]

Three-Part Wedge Stability Analysis

N O T C O N D U C T E DREINFORCEMENT LAYOUT: DRAWING

SCALE:

0 2 4 6 8 10 [ft]



Page 10 of 11



REINFORCEMENT LAYOUT: TABULATED DATA & QUANTITIES

Layer #

Reinf.Type #

GeosyntheticDesignated Name


EmbeddedLength[ft]

CovergaeRatio, Rc

( X, Y ) front[ft]

( X, Y ) rear[ft]

Lsv *[ft]

Lre[ft]

1 1 ERS-3 1.33 7.00 1.00 0.17 1494.11 7.17 1494.11 0.00 0.002 1 ERS-3 3.33 7.00 1.00 0.42 1496.11 7.42 1496.11 0.00 0.003 1 ERS-3 5.33 7.00 1.00 0.67 1498.11 7.67 1498.11 0.00 0.00

* Vertical distance between layers.

QUANTITIES

Reinf. Type # Designated Name Coverage Ratio Area of reinforcemnt [ft²] / length of slope [ft]1 ERS-3 1.00 21.00



Page 11 of 11




Soil Parameters


[lb/ft³]Density γ

In Situ










ERS-3 - ERS-3 Supplier: User defined, Fill Type: SandsTult 3,600.00 lb/ft RFcr 1.51 RFd 1.10 LTDS 1,970.34 lb/ftRFid 1.10 Cds 0.80 Ci 0.80




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External Static FS


External Seismic FS




Internal

FSPullout

FSOverstress

Tensile

12 465.67 ERS-3 20.00 25.61 16.22 24.4311 464.33 ERS-3 20.00 17.54 10.94 8.1010 462.33 ERS-3 20.00 12.41 13.10 4.969 460.33 ERS-3 20.00 9.74 16.33 3.858 458.33 ERS-3 20.00 8.06 19.35 3.157 456.33 ERS-3 20.00 6.89 22.26 2.666 454.33 ERS-3 20.00 5.97 25.11 2.305 452.33 ERS-3 20.00 5.26 27.92 2.034 450.33 ERS-3 20.00 4.70 30.70 1.823 448.33 ERS-3 20.00 4.26 33.45 1.642 446.33 ERS-3 20.00 3.90 36.19 1.501 444.33 ERS-5 20.00 3.60 47.03 2.50



Internal

FSPullout

FSOverstress

Tensile

12 465.67 ERS-3 20.00 28.60 3.40 7.7211 464.33 ERS-3 20.00 18.99 7.18 8.0210 462.33 ERS-3 20.00 13.07 9.45 5.419 460.33 ERS-3 20.00 10.08 12.57 4.488 458.33 ERS-3 20.00 8.25 15.55 3.827 456.33 ERS-3 20.00 6.99 18.45 3.336 454.33 ERS-3 20.00 6.02 21.30 2.955 452.33 ERS-3 20.00 5.28 24.11 2.654 450.33 ERS-3 20.00 4.71 26.90 2.403 448.33 ERS-3 20.00 4.25 29.66 2.202 446.33 ERS-3 20.00 3.88 32.42 2.031 444.33 ERS-5 20.00 3.57 42.44 3.41

LayerFacing Static


Connection

12 465.67 ERS-3 20.00 16.2411 464.33 ERS-3 20.00 5.8010 462.33 ERS-3 20.00 3.949 460.33 ERS-3 20.00 3.358 458.33 ERS-3 20.00 2.987 456.33 ERS-3 20.00 2.726 454.33 ERS-3 20.00 2.445 452.33 ERS-3 20.00 2.214 450.33 ERS-3 20.00 2.033 448.33 ERS-3 20.00 1.872 446.33 ERS-3 20.00 1.711 444.33 ERS-5 20.00 2.51

LayerFacing Seismic


Connection

12 465.67 ERS-3 20.00 3.40


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LayerFacing Seismic


Connection

11 464.33 ERS-3 20.00 3.8010 462.33 ERS-3 20.00 2.849 460.33 ERS-3 20.00 2.588 458.33 ERS-3 20.00 2.397 456.33 ERS-3 20.00 2.256 454.33 ERS-3 20.00 2.075 452.33 ERS-3 20.00 1.914 450.33 ERS-3 20.00 1.783 448.33 ERS-3 20.00 1.662 446.33 ERS-3 20.00 1.531 444.33 ERS-5 20.00 2.26



9 3 2 1.63 Pass8 3 3 1.69 Pass


10 3 7 1.89 Pass8 3 9 1.96 Pass

10 4 11 2.02 Pass10 Lowest Seismic

9 3 2 1.49 Pass8 3 3 1.55 Pass

10 4 5 1.60 Pass7 3 4 1.62 Pass

10 3 6 1.66 Pass9 3 8 1.71 Pass1 2 1 1.71 Pass

10 3 7 1.73 Pass9 2 9 1.80 Pass

10 4 11 1.88 Pass


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Section 36 Details





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Page 1 of 11




SOIL DATA



[deg.]Cohesion, c

[lb/ft ²]

...........................................................................1 Block Face 130.0 0.0 500.0

...........................................................................2 Reinforced Fill 130.0 32.0 0.0



REINFORCEMENT








CoverageRatio, Rc

[lb/ft]

1 ERS-5 5400.00 1.10 1.10 1.51 1.00 1.002 ERS-3 3600.00 1.10 1.10 1.51 1.00 1.00





1 ERS-5 0.80 0.00 0.80 0.802 ERS-3 0.80 0.00 0.80 0.80


WATER


SEISMICITY

Not Applicable



Page 2 of 11







STRIP LOAD.......................................................................None

Toe point

1

2

34

5

67 89 10

SCALE:

0 2 4 6 8 10[ft]



Page 3 of 11





# Xi YiTop of Layer 1 1 -65.00 434.00

2 -55.00 438.003 -0.03 446.354 0.00 443.675 2.96 467.346 95.00 472.00

Top of Layer 2 7 -65.00 434.008 -55.00 438.009 -0.03 446.3510 0.00 443.6711 1.00 443.6712 3.96 467.3413 95.00 472.00

Top of Layer 3 14 -65.00 434.0015 -55.00 438.0016 -0.03 446.3217 0.00 443.6418 20.00 443.6419 22.96 468.0020 95.00 472.00

Top of Layer 4 21 -65.00 424.0022 -55.00 428.0023 -0.03 436.0024 21.25 440.0025 162.00 466.90



Page 4 of 11





# X Y1 Y2 Y3 Y41 -65.00 434.00 434.00 434.00 424.002 -55.00 438.00 438.00 438.00 428.003 -0.03 446.35 446.35 446.32 436.004 0.00 443.67 443.67 443.64 436.015 1.00 451.67 443.67 443.64 436.196 2.96 467.34 459.34 443.64 436.567 3.96 467.39 467.34 443.64 436.758 20.00 468.20 468.16 443.64 439.779 21.25 468.27 468.23 453.93 440.0010 22.96 468.35 468.31 468.00 440.3311 95.00 472.00 472.00 472.00 454.1012 162.00 472.00 472.00 472.00 466.90



Page 5 of 11









DesignatedName


L[ft]

L1[ft]

L2[ft]

L3[ft]

Tfe[lb/ft]

Tavailable[lb/ft]

1 ERS-5 0.67 20.00 0.00 1.80 18.20 2955.50 2955.502 ERS-3 2.67 20.00 0.00 1.31 18.69 1970.34 1970.343 ERS-3 4.67 20.00 0.00 1.44 18.56 1970.34 1970.344 ERS-3 6.67 20.00 0.00 1.61 18.39 1970.34 1970.345 ERS-3 8.67 20.00 0.00 1.80 18.20 1970.34 1970.346 ERS-3 10.67 20.00 0.00 2.07 17.93 1970.34 1970.347 ERS-3 12.67 20.00 0.00 2.40 17.60 1970.34 1970.348 ERS-3 14.67 20.00 0.30 2.89 16.82 1852.12 1970.349 ERS-3 16.67 20.00 0.66 3.64 15.70 1694.49 1970.34

10 ERS-3 18.67 20.00 0.98 4.86 14.16 1556.56 1970.3411 ERS-3 20.67 20.00 1.71 7.48 10.81 1398.94 1970.3412 ERS-3 22.00 20.00 3.05 12.04 4.91 1300.42 1970.34



Page 6 of 11







[ft]


[ft]


[ft]Fs STATUS

1 5.00 467.44 0.40 447.06 -43.81 467.75 48.81 5.43 2 6.80 467.53 0.38 447.05 -30.46 467.95 37.26 3.31 3 8.59 467.63 0.30 446.97 -21.79 467.84 30.38 2.46 4 10.39 467.72 0.33 447.03 -16.48 467.99 26.86 2.09 5 12.18 467.81 -0.06 443.62 -18.41 468.11 30.60 1.88 6 13.98 467.90 -0.06 443.62 -24.54 473.97 38.99 1.76 7 15.77 467.99 -0.05 443.62 -31.80 481.57 49.47 1.66 8 17.57 468.08 -0.02 443.65 -33.07 485.99 53.71 1.59 9 19.36 468.17 -0.01 443.66 -44.76 498.94 71.12 1.53

10 21.16 468.26 -0.23 443.51 -37.68 497.48 65.69 1.48 11 22.95 468.35 -0.22 443.51 -46.18 509.63 80.52 1.43 12 24.75 468.44 -0.20 443.54 -41.15 509.52 77.64 1.39 13 26.54 468.53 -0.19 443.55 -49.91 523.54 94.19 1.36 14 28.34 468.62 -0.17 443.58 -38.33 515.76 81.64 1.34 . .15 30.13 468.72 -0.16 443.58 -57.93 544.01 115.86 1.33 OK 16 31.93 468.81 -0.16 443.57 -121.73 631.12 223.50 1.33 17 33.72 468.90 -0.13 443.60 -64.60 565.17 137.61 1.33 18 35.51 468.99 -0.11 443.61 -78.59 591.49 167.41 1.34 19 37.31 469.08 -0.10 443.62 -81.12 602.88 178.69 1.35 20 39.10 469.17 -0.09 443.62 -123.07 675.13 262.15 1.36 21 40.90 469.26 -0.08 443.63 -220.92 842.22 455.68 1.38 22 42.69 469.35 -0.07 443.63 -694.08 1645.85 1388.15 1.39 23 44.49 469.44 -0.05 443.64 -8763.83 15623.07 17527.66 1.41 24 46.28 469.53 -0.02 443.66 -153.09 771.98 362.25 1.44 25 48.08 469.62 -0.00 443.67 -196.88 865.88 465.86 1.45 26 49.87 469.72 -0.50 443.43 -448.70 1363.64 1023.56 1.47 27 51.67 469.81 -0.50 443.43 -873.49 2234.59 1992.58 1.50 28 53.46 469.90 -0.50 443.43 -5707.69 12146.17 13020.23 1.52 29 55.26 469.99 -0.50 443.44 -1585.43 3843.63 3751.44 1.56 30 57.05 470.08 -0.50 443.48 -168.26 882.00 469.52 1.59 31 58.85 470.17 -0.50 443.47 -308.91 1208.25 824.62 1.61 32 60.64 470.26 -0.50 443.47 -423.87 1492.80 1131.52 1.63 33 62.44 470.35 -0.50 443.47 -639.95 2027.59 1708.32 1.65 34 64.23 470.44 -0.50 443.47 -1191.45 3392.61 3180.54 1.67 35 66.03 470.53 -0.50 443.47 -5495.76 14046.15 14670.74 1.70 36 67.82 470.62 -0.50 443.48 -1111.26 3338.60 3100.89 1.74 37 69.62 470.71 -0.50 443.48 -3326.43 9109.31 9282.15 1.76 38 71.41 470.81 -0.50 443.49 -928.04 2993.45 2713.42 1.80 39 73.21 470.90 -0.50 443.49 -1907.51 5684.52 5577.20 1.83 40 75.00 470.99 -0.50 443.49 -59111.46162851.07172830.35 1.85




Page 7 of 11







[ft]


[ft]


[ft]Fs STATUS

1 -60.25 436.07 44.49 469.44 -33.75 533.95 101.41 1.68 2 -58.29 436.93 44.49 469.44 -32.16 533.01 99.58 1.67 3 -56.29 437.78 44.49 469.44 -29.63 529.14 95.17 1.64 4 -54.51 438.39 40.90 469.26 -29.34 523.47 88.72 1.62 5 -52.36 438.68 40.90 469.26 -27.90 521.58 86.43 1.61 6 -49.85 438.87 39.10 469.17 -25.51 513.14 78.15 1.60 7 -48.31 439.35 39.10 469.17 -24.83 513.56 77.83 1.58 8 -46.15 439.64 39.10 469.17 -23.40 511.78 75.65 1.56 9 -44.00 439.92 39.10 469.17 -21.97 510.02 73.47 1.55

10 -41.47 440.10 37.31 469.08 -19.80 502.75 66.29 1.53 11 -39.32 440.39 37.31 469.08 -18.39 501.15 64.27 1.52 12 -37.72 440.86 37.31 469.08 -17.59 501.18 63.60 1.51 13 -35.56 441.14 37.31 469.08 -16.16 499.53 61.53 1.49 14 -33.81 441.59 35.51 468.99 -14.18 493.32 55.33 1.48 15 -31.64 441.86 35.51 468.99 -12.77 491.83 53.41 1.47 16 -29.24 442.05 35.51 468.99 -11.87 491.60 52.50 1.47 17 -27.08 442.33 35.51 468.99 -10.44 490.07 50.56 1.46 18 -25.24 442.74 33.72 468.90 -8.62 484.81 45.23 1.46 19 -23.21 443.06 31.93 468.81 -8.67 483.82 43.28 1.47 20 -20.84 443.26 31.93 468.81 -7.66 483.31 42.16 1.47 21 -19.07 443.67 31.93 468.81 -6.63 482.73 41.00 1.48 22 -16.70 443.88 31.93 468.81 -5.58 482.09 39.79 1.50 23 -14.89 444.27 31.93 468.81 -4.51 481.38 38.54 1.52 24 -12.51 444.49 31.93 468.81 -3.40 480.61 37.25 1.55 25 -10.64 444.87 30.13 468.72 -1.43 475.89 32.36 1.60 26 -8.76 445.26 31.93 468.81 1.35 474.72 31.14 1.68 27 -6.29 445.45 31.93 468.81 4.52 470.69 27.47 1.82 28 -4.59 446.01 39.10 469.17 10.84 469.70 28.27 2.37 29 0.00 443.67 0.00 443.67 0.00 443.67 0.00 N/A #10 - Overhanging Cliff. .30 -0.16 443.58 30.13 468.72 -57.93 544.01 115.86 1.33 OK 31 -18.08 443.80 31.93 468.81 -5.95 482.03 40.11 1.49 32 -10.39 444.90 30.13 468.72 -1.25 475.72 32.15 1.61 33 -2.59 446.01 57.05 470.08 22.14 470.66 34.91 5.94 34 0.15 446.95 30.13 468.72 -87.01 598.57 174.89 1.43 35 0.36 448.15 30.13 468.72 -71.95 584.67 154.49 1.53 36 0.58 449.35 30.13 468.72 -50.94 560.19 122.23 1.56 37 0.79 450.53 28.34 468.62 -104.92 641.40 218.19 1.59 38 0.77 451.60 28.34 468.62 -56.77 575.62 136.72 1.73 39 0.91 452.77 28.34 468.62 -40.59 556.18 111.43 1.77 40 1.06 453.93 28.34 468.62 -29.38 543.10 94.23 1.96 41 1.40 455.14 24.75 468.44 -53.71 579.02 135.58 2.01 42 1.55 456.30 24.75 468.44 -32.03 548.65 98.27 2.26 43 1.70 457.45 17.57 468.08 -28.92 520.29 69.91 2.34 44 1.86 458.60 17.57 468.08 -16.85 507.37 52.24 2.37 45 1.87 459.70 17.57 468.08 -19.26 518.21 62.20 2.78 46 2.05 460.87 15.77 467.99 -10.17 501.23 42.17 2.85 47 2.26 462.05 15.77 467.99 -3.07 492.50 30.91 3.56 48 2.40 463.19 12.18 467.81 -1.72 484.60 21.80 3.70 49 2.57 464.35 10.39 467.72 2.18 476.02 11.68 3.57 50 2.69 465.50 10.39 467.72 0.36 488.02 22.64 5.23




Page 8 of 11







( Xa, Ya )[ft]

( Xb, Yb )[ft]

( Xc, Yc )[ft]

Fs STATUS

......................................................................................................................................................................................................................


Reinf. Layer #1 0.67 0.08 444.34 1.39 444.34 30.46 468.73 1.36 OKReinf. Layer #2 2.67 0.33 446.34 2.49 446.34 30.12 468.72 1.41 OKReinf. Layer #3 4.67 0.58 448.34 1.69 448.34 27.61 468.59 1.50 OKReinf. Layer #4 6.67 0.83 450.34 1.99 450.34 28.09 468.61 1.62 OKReinf. Layer #5 8.67 1.08 452.34 3.19 452.34 20.85 468.25 1.73 OKReinf. Layer #6 10.67 1.33 454.34 2.49 454.34 15.67 467.98 1.91 OKReinf. Layer #7 12.67 1.58 456.34 2.69 456.34 14.70 467.93 2.09 OKReinf. Layer #8 14.67 1.83 458.34 2.99 458.34 13.99 467.90 2.35 OKReinf. Layer #9 16.67 2.08 460.34 3.19 460.34 11.76 467.79 2.71 OKReinf. Layer #10 18.67 2.33 462.34 5.48 462.34 12.50 467.82 3.23 OKReinf. Layer #11 20.67 2.58 464.34 5.68 464.34 10.51 467.72 3.88 OKReinf. Layer #12 22.00 2.75 465.67 5.98 465.67 8.58 467.62 3.48 OK




Page 9 of 11









SCALE:

0 2 4 6 8 10[ft]



Page 10 of 11




Layer #

Reinf.Type #



EmbeddedLength[ft]

CovergaeRatio, Rc

( X, Y ) front[ft]

( X, Y ) rear[ft]

Lsv *[ft]

Lre[ft]

1 1 ERS-5 0.67 20.00 1.00 0.08 1456.28 20.08 1456.28 0.00 0.002 2 ERS-3 2.67 20.00 1.00 0.33 1458.28 20.33 1458.28 0.00 0.003 2 ERS-3 4.67 20.00 1.00 0.58 1460.28 20.58 1460.28 0.00 0.004 2 ERS-3 6.67 20.00 1.00 0.83 1462.28 20.83 1462.28 0.00 0.005 2 ERS-3 8.67 20.00 1.00 1.08 1464.28 21.08 1464.28 0.00 0.006 2 ERS-3 10.67 20.00 1.00 1.33 1466.28 21.33 1466.28 0.00 0.007 2 ERS-3 12.67 20.00 1.00 1.58 1468.28 21.58 1468.28 0.00 0.008 2 ERS-3 14.67 20.00 1.00 1.83 1470.28 21.83 1470.28 0.00 0.009 2 ERS-3 16.67 20.00 1.00 2.08 1472.28 22.08 1472.28 0.00 0.0010 2 ERS-3 18.67 20.00 1.00 2.33 1474.28 22.33 1474.28 0.00 0.0011 2 ERS-3 20.67 20.00 1.00 2.58 1476.28 22.58 1476.28 0.00 0.0012 2 ERS-3 22.00 20.00 1.00 2.75 1477.61 22.75 1477.61 0.00 0.00


QUANTITIES

Reinf. Type # Designated Name Coverage Ratio Area of reinforcemnt [ft²] / length of slope [ft]1 ERS-5 1.00 20.002 ERS-3 1.00 220.00



Page 11 of 11




Soil Parameters


[lb/ft³]Density γ

In Situ














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External Static FS


External Seismic FS




Internal

FSPullout

FSOverstress

Tensile

15 470.33 ERS-3 20.00 25.61 5.11 16.0314 468.33 ERS-3 20.00 15.35 6.06 6.1513 466.33 ERS-3 20.00 11.36 8.89 4.5312 464.33 ERS-3 20.00 9.10 11.66 3.5811 462.33 ERS-3 20.00 7.62 14.39 2.9710 460.33 ERS-3 20.00 6.56 17.10 2.539 458.33 ERS-3 20.00 5.71 19.81 2.208 456.33 ERS-3 20.00 5.06 22.50 1.957 454.33 ERS-3 20.00 4.55 25.19 1.756 452.33 ERS-5 20.00 4.13 27.88 2.395 450.33 ERS-5 20.00 3.79 30.56 2.194 448.33 ERS-5 20.00 3.51 33.25 2.013 446.33 ERS-5 20.00 3.26 35.93 1.872 444.33 ERS-5 20.00 3.05 58.57 2.641 443.67 ERS-5 20.00 2.99 78.57 3.39



Internal

FSPullout

FSOverstress

Tensile

15 470.33 ERS-3 20.00 24.95 1.20 5.6914 468.33 ERS-3 20.00 14.91 3.69 5.6613 466.33 ERS-3 20.00 11.01 6.04 4.6412 464.33 ERS-3 20.00 8.81 8.49 3.9411 462.33 ERS-3 20.00 7.38 10.99 3.4210 460.33 ERS-3 20.00 6.35 13.54 3.029 458.33 ERS-3 20.00 5.52 16.11 2.718 456.33 ERS-3 20.00 4.89 18.70 2.457 454.33 ERS-3 20.00 4.40 21.30 2.246 452.33 ERS-5 20.00 4.00 23.91 3.095 450.33 ERS-5 20.00 3.67 26.54 2.864 448.33 ERS-5 20.00 3.39 29.16 2.673 446.33 ERS-5 20.00 3.15 31.80 2.502 444.33 ERS-5 20.00 2.95 52.18 3.561 443.67 ERS-5 20.00 2.89 70.29 4.58

LayerFacing Static


Connection

15 470.33 ERS-3 20.00 10.6614 468.33 ERS-3 20.00 4.5613 466.33 ERS-3 20.00 3.7112 464.33 ERS-3 20.00 3.2111 462.33 ERS-3 20.00 2.8810 460.33 ERS-3 20.00 2.639 458.33 ERS-3 20.00 2.368 456.33 ERS-3 20.00 2.157 454.33 ERS-3 20.00 1.986 452.33 ERS-5 20.00 2.265 450.33 ERS-5 20.00 2.14


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LayerFacing Static


Connection

4 448.33 ERS-5 20.00 2.043 446.33 ERS-5 20.00 1.962 444.33 ERS-5 20.00 2.861 443.67 ERS-5 20.00 3.67

LayerFacing Seismic


Connection

15 470.33 ERS-3 20.00 2.5114 468.33 ERS-3 20.00 2.7813 466.33 ERS-3 20.00 2.5212 464.33 ERS-3 20.00 2.3411 462.33 ERS-3 20.00 2.2010 460.33 ERS-3 20.00 2.089 458.33 ERS-3 20.00 1.928 456.33 ERS-3 20.00 1.787 454.33 ERS-3 20.00 1.676 452.33 ERS-5 20.00 1.945 450.33 ERS-5 20.00 1.864 448.33 ERS-5 20.00 1.793 446.33 ERS-5 20.00 1.732 444.33 ERS-5 20.00 2.551 443.67 ERS-5 20.00 3.28



9 3 3 1.54 Pass10 3 2 1.58 Pass10 3 6 1.59 Pass

8 3 4 1.60 Pass10 3 7 1.64 Pass

7 3 9 1.65 Pass7 3 5 1.66 Pass

10 3 12 1.69 Pass9 3 8 1.71 Pass6 3 10 1.72 Pass


10 3 2 1.42 Pass10 2 6 1.43 Pass10 2 4 1.43 Pass10 2 5 1.47 Pass10 3 7 1.48 Pass10 2 9 1.50 Pass

8 2 8 1.54 Pass10 2 12 1.55 Pass10 2 10 1.55 Pass


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Section 82 Details





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ReSSA -- Reinforced Slope Stability Analysis SOUTHSIDE COMMERCE CENTERPresent Date/Time: Mon Jun 15 15:37:34 2020 V:\.....9 - Southside Commerce Center - Goshen, NY\Calculations\Ressa\ReSSA_WALL1_PANEL82_PERM.MSE













Page 1 of 11




SOIL DATA



[deg.]Cohesion, c

[lb/ft ²]

...........................................................................1 Block Face 130.0 0.0 500.0

...........................................................................2 Reinforced Fill 130.0 32.0 0.0

...........................................................................3 Retained Fill 130.0 30.0 0.0

...........................................................................4 Foundation Soil 130.0 30.0 0.0


REINFORCEMENT








CoverageRatio, Rc

[lb/ft]

1 ERS-5 5400.00 1.10 1.10 1.51 1.00 1.002 ERS-3 3600.00 1.10 1.10 1.51 1.00 1.00





1 ERS-5 0.80 0.00 0.80 0.802 ERS-3 0.80 0.00 0.80 0.80


WATER


SEISMICITY

Not Applicable



Page 2 of 11






UNIFORM SURCHARGELoad Q1 = 250.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X1s = 6.60 and ends at X1e = 124.00 [ft].Load Q2 = 500.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X2s = 124.00 and ends at X2e = 300.00 [ft]........................................................................Surcharge load, Q3 None

STRIP LOAD.......................................................................None

Toe point

23

4

56 7 8 9 10 11

SCALE:

0 2 4 6 8 10[ft]



Page 3 of 11





# Xi YiTop of Layer 1 1 -132.00 426.00

2 -0.03 446.073 0.00 443.004 3.63 472.00

Top of Layer 2 5 -132.00 426.006 -0.03 446.077 0.00 443.008 1.00 443.009 4.63 472.00

Top of Layer 3 10 -132.00 426.0011 -0.03 446.0312 0.00 442.9713 20.00 442.9714 23.63 471.97

Top of Layer 4 15 -132.00 426.0016 -0.03 446.0317 0.00 442.9718 20.00 442.9719 22.00 450.0020 34.00 452.0021 74.00 471.90

Top of Layer 5 22 -132.00 416.0023 -0.03 436.0024 22.00 440.0025 34.00 442.0026 74.00 462.0027 100.00 471.90



Page 4 of 11





# X Y1 Y2 Y3 Y4 Y51 -132.00 426.00 426.00 426.00 426.00 416.002 -0.03 446.07 446.07 446.03 446.03 436.003 0.00 443.00 443.00 442.97 442.97 436.014 1.00 450.99 443.00 442.97 442.97 436.195 3.63 472.00 464.01 442.97 442.97 436.666 4.63 472.00 472.00 442.97 442.97 436.857 20.00 472.00 472.00 442.97 442.97 439.648 22.00 472.00 472.00 458.95 450.00 440.009 23.63 472.00 472.00 471.97 450.27 440.2710 34.00 472.00 472.00 471.97 452.00 442.0011 74.00 472.00 472.00 471.97 471.90 462.0012 100.00 472.00 472.00 471.97 471.90 471.90



Page 5 of 11









DesignatedName


L[ft]

L1[ft]

L2[ft]

L3[ft]

Tfe[lb/ft]

Tavailable[lb/ft]

1 ERS-5 0.67 20.00 0.00 1.51 18.49 2955.50 2955.502 ERS-5 1.33 20.00 0.00 1.54 18.46 2955.50 2955.503 ERS-5 3.33 20.00 0.00 1.67 18.33 2955.50 2955.504 ERS-5 5.33 20.00 0.00 1.80 18.20 2955.50 2955.505 ERS-5 7.33 20.00 0.16 1.97 17.87 2896.39 2955.506 ERS-5 9.33 20.00 0.00 2.20 17.80 2955.50 2955.507 ERS-3 11.33 20.00 0.00 1.64 18.36 1970.34 1970.348 ERS-3 13.33 20.00 0.00 1.84 18.16 1970.34 1970.349 ERS-3 15.33 20.00 0.00 2.10 17.90 1970.34 1970.34

10 ERS-3 17.33 20.00 0.00 2.46 17.54 1970.34 1970.3411 ERS-3 19.33 20.00 0.16 2.95 16.88 1911.23 1970.3412 ERS-3 21.33 20.00 0.52 3.71 15.77 1753.60 1970.3413 ERS-3 23.33 20.00 0.89 5.02 14.09 1595.97 1970.3414 ERS-3 25.33 20.00 1.38 7.78 10.85 1458.05 1970.3415 ERS-3 27.33 20.00 3.09 16.91 0.00 1300.42 1957.06 (*)




Page 6 of 11







[ft]


[ft]


[ft]Fs STATUS

1 5.00 472.00 0.39 446.29 -70.97 472.36 75.97 6.98 2 6.80 472.00 1.62 456.41 -19.95 472.22 26.75 3.79 3 8.59 472.00 1.62 456.44 -12.27 472.00 20.86 2.61 4 10.39 472.00 0.56 448.48 -22.67 472.00 33.06 2.14 5 12.18 472.00 0.35 446.31 -22.01 472.18 34.19 1.87 6 13.98 472.00 0.37 446.34 -20.12 473.64 34.14 1.74 7 15.77 472.00 0.37 446.33 -26.96 480.18 43.50 1.64 8 17.57 472.00 0.38 446.34 -29.94 485.24 49.32 1.57 9 19.36 472.00 0.38 446.34 -43.34 498.53 68.09 1.51

10 21.16 472.00 0.39 446.35 -44.61 504.01 73.14 1.46 11 22.95 472.00 0.41 446.36 -50.30 513.68 84.28 1.42 12 24.75 472.00 0.13 446.18 -45.24 514.08 81.67 1.38 13 26.54 472.00 0.13 446.18 -55.96 529.97 100.83 1.34 14 28.34 472.00 0.13 446.21 -43.16 521.87 87.17 1.32 15 30.13 472.00 0.13 446.19 -78.50 567.91 144.91 1.31 . .16 31.93 472.00 0.13 446.21 -63.59 557.24 128.02 1.31 OK 17 33.72 472.00 0.13 446.20 -93.98 603.49 183.30 1.31 18 35.51 472.00 0.13 446.21 -101.18 622.36 203.21 1.32 19 37.31 472.00 -0.10 442.94 -122.69 639.34 231.52 1.33 20 39.10 472.00 -0.09 442.94 -213.46 771.69 391.92 1.34 21 40.90 472.00 -0.06 442.97 -92.13 616.27 196.25 1.35 22 42.69 472.00 -0.05 442.97 -138.40 692.68 285.47 1.37 23 44.49 472.00 -0.04 442.98 -245.63 868.44 491.26 1.38 24 46.28 472.00 -0.03 442.98 -753.05 1696.29 1462.13 1.40 25 48.08 472.00 -0.02 442.99 -8478.14 14552.99 16461.19 1.42 26 49.87 472.00 -0.50 442.75 -236.29 906.75 520.48 1.45 27 51.67 472.00 -0.50 442.75 -334.47 1099.43 736.73 1.46 28 53.46 472.00 -0.50 442.73 -1714.96 3668.38 3652.97 1.48 29 55.26 472.00 -0.50 442.75 -1174.16 2747.41 2586.30 1.51 30 57.05 472.00 -0.50 442.80 -139.08 787.23 371.26 1.54 31 58.85 472.00 -0.50 442.79 -227.17 978.19 581.41 1.56 32 60.64 472.00 -0.50 442.79 -294.24 1136.19 753.06 1.58 33 62.44 472.00 -0.50 442.78 -878.11 2415.27 2158.92 1.61 34 64.23 472.00 -0.50 442.78 -2747.68 6614.38 6755.42 1.63 35 66.03 472.00 -0.50 442.79 -1133.66 3113.73 2901.37 1.66 36 67.82 472.00 -0.50 442.79 -5453.00 13289.46 13955.89 1.69 37 69.62 472.00 -0.50 442.80 -1315.37 3698.65 3511.33 1.73 38 71.41 472.00 -0.50 442.80 -8091.18 20469.37 21599.14 1.75 39 73.21 472.00 -0.50 442.83 -281.39 1260.20 864.29 1.79 40 75.00 472.00 -0.50 442.83 -350.57 1461.13 1076.80 1.82




Page 7 of 11







[ft]


[ft]


[ft]Fs STATUS

1 -60.35 437.07 44.49 472.00 -31.40 524.97 92.55 1.60 2 -57.76 437.41 44.49 472.00 -29.70 522.89 89.97 1.58 3 -55.40 437.84 48.08 472.00 -26.72 524.76 91.53 1.56 4 -53.05 438.28 46.28 472.00 -24.85 518.39 84.92 1.55 5 -50.22 438.55 42.69 472.00 -24.44 512.70 78.51 1.53 6 -47.62 438.89 42.69 472.00 -22.74 510.76 76.05 1.51 7 -45.91 439.60 42.69 472.00 -19.04 503.48 69.30 1.50 8 -43.29 439.94 42.69 472.00 -17.38 501.78 67.05 1.48 9 -40.03 440.00 40.90 472.00 -17.58 501.58 65.54 1.47

10 -37.77 440.49 44.49 472.00 -12.27 497.04 62.04 1.46 11 -35.39 440.94 44.49 472.00 -10.10 494.14 58.91 1.45 12 -32.87 441.32 42.69 472.00 -8.65 490.04 54.42 1.44 13 -30.51 441.79 40.90 472.00 -6.78 485.19 49.47 1.44 14 -28.04 442.11 37.31 472.00 -9.17 487.25 48.92 1.44 15 -25.68 442.58 35.51 472.00 -7.14 482.38 43.90 1.44 16 -22.87 442.81 35.51 472.00 -5.88 481.81 42.54 1.45 17 -20.25 443.14 35.51 472.00 -4.16 480.35 40.54 1.47 18 -17.61 443.45 33.72 472.00 -4.24 479.84 38.76 1.49 19 -15.41 443.94 33.72 472.00 -2.87 479.02 37.26 1.52 20 -12.60 444.21 33.72 472.00 -1.46 478.14 35.72 1.57 21 -10.44 444.71 31.93 472.00 0.32 474.53 31.70 1.64 22 -7.87 445.09 33.72 472.00 3.74 472.74 29.99 1.77 23 -5.10 445.37 42.69 472.00 10.90 472.86 31.80 2.22 24 -3.03 446.34 71.41 472.00 29.56 472.60 41.85 8.82 25 -0.12 442.93 33.72 472.00 -68.00 556.17 132.03 1.32 26 -20.47 443.11 35.51 472.00 -4.31 480.48 40.72 1.47 27 -12.94 444.16 33.72 472.00 -1.70 478.35 35.98 1.56 28 -5.75 445.43 40.90 472.00 9.38 473.09 31.54 2.04 . .29 0.13 446.21 31.93 472.00 -63.59 557.24 128.02 1.31 OK 30 0.34 447.37 30.13 472.00 -65.21 556.97 127.72 1.39 31 0.56 448.55 30.13 472.00 -47.88 539.99 103.48 1.38 32 0.77 449.71 31.93 472.00 -79.79 595.21 166.32 1.47 33 0.98 450.87 30.13 472.00 -106.75 630.17 209.18 1.45 34 0.90 451.87 30.13 472.00 -86.56 610.20 180.88 1.56 35 1.04 453.02 30.13 472.00 -59.19 577.08 137.91 1.54 36 1.15 454.10 28.34 472.00 -134.86 690.27 272.53 1.66 37 1.28 455.24 26.54 472.00 -57.44 571.15 129.94 1.69 38 1.60 456.45 22.95 472.00 -74.64 583.53 148.20 1.72 39 1.74 457.57 22.95 472.00 -65.98 579.96 139.87 1.88 40 1.85 458.68 21.16 472.00 -45.43 547.89 100.96 1.90 41 2.08 459.86 17.57 472.00 -32.67 520.12 69.57 2.11 42 2.21 460.98 17.57 472.00 -36.98 531.78 80.92 2.11 43 2.31 462.08 15.77 472.00 -17.73 503.39 45.91 2.39 44 2.43 463.20 15.77 472.00 -24.23 518.14 61.07 2.39 45 2.57 464.33 13.98 472.00 -15.73 503.84 43.54 2.36 46 2.78 465.49 13.98 472.00 -4.43 490.78 26.30 2.84 47 2.93 466.62 12.18 472.00 -3.86 488.94 23.33 2.78 48 3.03 467.74 12.18 472.00 0.26 485.64 18.11 3.66 49 3.20 468.87 10.39 472.00 3.06 479.02 10.15 3.52 50 3.33 470.02 10.39 472.00 5.34 476.41 6.70 5.48




Page 8 of 11







( Xa, Ya )[ft]

( Xb, Yb )[ft]

( Xc, Yc )[ft]

Fs STATUS

......................................................................................................................................................................................................................At toe elevation 0.00 0.00 443.00 1.18 443.00 33.39 472.00 1.33 OK

Reinf. Layer #1 0.67 0.08 443.67 2.39 443.67 33.85 472.00 1.35 OK. .Reinf. Layer #2 1.33 0.17 444.33 1.49 444.33 34.47 472.00 1.32 OK

Reinf. Layer #3 3.33 0.42 446.33 1.69 446.33 31.22 472.00 1.37 OKReinf. Layer #4 5.33 0.67 448.33 1.99 448.33 29.22 472.00 1.42 OKReinf. Layer #5 7.33 0.92 450.33 2.19 450.33 29.93 472.00 1.48 OKReinf. Layer #6 9.33 1.17 452.33 2.49 452.33 19.59 472.00 1.54 OKReinf. Layer #7 11.33 1.42 454.33 2.69 454.33 18.60 472.00 1.59 OKReinf. Layer #8 13.33 1.67 456.33 2.99 456.33 16.14 472.00 1.69 OKReinf. Layer #9 15.33 1.92 458.33 3.19 458.33 15.50 472.00 1.81 OKReinf. Layer #10 17.33 2.17 460.33 3.49 460.33 15.58 472.00 1.98 OKReinf. Layer #11 19.33 2.42 462.33 3.69 462.33 12.71 472.00 2.19 OKReinf. Layer #12 21.33 2.67 464.33 3.99 464.33 13.14 472.00 2.47 OKReinf. Layer #13 23.33 2.92 466.33 4.19 466.33 12.00 472.00 2.86 OKReinf. Layer #14 25.33 3.17 468.33 6.48 468.33 11.18 472.00 3.34 OKReinf. Layer #15 27.33 3.42 470.33 6.68 470.33 8.75 472.00 3.92 OK




Page 9 of 11









SCALE:

0 2 4 6 8 10[ft]



Page 10 of 11




Layer #

Reinf.Type #



EmbeddedLength[ft]

CovergaeRatio, Rc

( X, Y ) front[ft]

( X, Y ) rear[ft]

Lsv *[ft]

Lre[ft]

1 1 ERS-5 0.67 20.00 1.00 0.08 1454.08 20.08 1454.08 0.00 0.002 1 ERS-5 1.33 20.00 1.00 0.17 1454.74 20.17 1454.74 0.00 0.003 1 ERS-5 3.33 20.00 1.00 0.42 1456.74 20.42 1456.74 0.00 0.004 1 ERS-5 5.33 20.00 1.00 0.67 1458.74 20.67 1458.74 0.00 0.005 1 ERS-5 7.33 20.00 1.00 0.92 1460.74 20.92 1460.74 0.00 0.006 1 ERS-5 9.33 20.00 1.00 1.17 1462.74 21.17 1462.74 0.00 0.007 2 ERS-3 11.33 20.00 1.00 1.42 1464.74 21.42 1464.74 0.00 0.008 2 ERS-3 13.33 20.00 1.00 1.67 1466.74 21.67 1466.74 0.00 0.009 2 ERS-3 15.33 20.00 1.00 1.92 1468.74 21.92 1468.74 0.00 0.0010 2 ERS-3 17.33 20.00 1.00 2.17 1470.74 22.17 1470.74 0.00 0.0011 2 ERS-3 19.33 20.00 1.00 2.42 1472.74 22.42 1472.74 0.00 0.0012 2 ERS-3 21.33 20.00 1.00 2.67 1474.74 22.67 1474.74 0.00 0.0013 2 ERS-3 23.33 20.00 1.00 2.92 1476.74 22.92 1476.74 0.00 0.0014 2 ERS-3 25.33 20.00 1.00 3.17 1478.74 23.17 1478.74 0.00 0.0015 2 ERS-3 27.33 20.00 1.00 3.42 1480.74 23.42 1480.74 0.00 0.00


QUANTITIES




Page 11 of 11




Soil Parameters


[lb/ft³]Density γ

In Situ











External Static FS


External Seismic FS



Powered by Vespa


External Seismic FS




Internal

FSPullout

FSOverstress

Tensile

4 470.33 ERS-3 14.00 20.81 16.68 16.033 468.33 ERS-3 14.00 11.83 15.83 6.152 466.33 ERS-3 14.00 8.57 24.55 5.561 465.00 ERS-3 14.00 7.30 33.63 5.78



Internal

FSPullout

FSOverstress

Tensile

4 470.33 ERS-3 14.00 41.40 8.39 12.173 468.33 ERS-3 14.00 18.33 16.00 9.382 466.33 ERS-3 14.00 11.78 24.75 8.461 465.00 ERS-3 14.00 9.53 33.86 8.78

LayerFacing Static


Connection

4 470.33 ERS-3 14.00 10.663 468.33 ERS-3 14.00 4.562 466.33 ERS-3 14.00 4.551 465.00 ERS-3 14.00 5.02

LayerFacing Seismic


Connection

4 470.33 ERS-3 14.00 5.363 468.33 ERS-3 14.00 4.612 466.33 ERS-3 14.00 4.581 465.00 ERS-3 14.00 5.06



1 10 1 3.30 Pass1 10 2 3.44 Pass4 10 4 3.64 Pass7 10 3 3.95 Pass1 10 5 4.26 Pass1 10 7 4.89 Pass1 10 6 5.15 Pass

10 1 8 6.56 Pass10 1 10 7.60 Pass10 1 9 8.71 Pass



10 1 8 8.28 Pass10 1 10 10.80 Pass10 1 9 11.86 Pass


Powered by Vespa


Section 115 Details





Powered by Vespa


ReSSA -- Reinforced Slope Stability Analysis SOUTHSIDE COMMERCE CENTERPresent Date/Time: Wed Jun 17 12:05:22 2020 V:\..... - Southside Commerce Center - Goshen, NY\Calculations\Ressa\ReSSA_WALL1_PANEL115_PERM.MSE









Original file path and name: V:\2020\20 ..... Y\Calculations\Ressa\ReSSA_WALL1_PANEL115_PERM.MSEOriginal date and time of creating this file: Mon Jun 15 15:16:41 2020




Page 1 of 11




SOIL DATA



[deg.]Cohesion, c

[lb/ft ²]

...........................................................................1 Block Face 130.0 0.0 500.0

...........................................................................2 Reinforced Fill 130.0 32.0 0.0



REINFORCEMENT








CoverageRatio, Rc

[lb/ft]

1 ERS-3 3600.00 1.10 1.10 1.51 1.00 1.00





1 ERS-3 0.80 0.00 0.80 0.80


WATER


SEISMICITY

Not Applicable



Page 2 of 11







STRIP LOAD.......................................................................None

Toe point

2

3

45

678 910 11

SCALE:

0 2 4 6 8 10 [ft]



Page 3 of 11





# Xi YiTop of Layer 1 1 -100.00 436.00

2 -45.00 440.003 -23.00 450.004 -0.03 465.955 0.00 464.336 0.96 472.00

Top of Layer 2 7 -100.00 436.008 -45.00 440.009 -23.00 450.0010 -0.03 465.9511 0.00 464.3312 1.00 464.3313 1.96 472.00

Top of Layer 3 14 -100.00 436.0015 -45.00 440.0016 -23.00 450.0017 -0.03 465.9218 0.00 464.3019 14.00 464.3020 15.00 471.96

Top of Layer 4 21 -100.00 426.0022 -45.00 430.0023 -23.00 440.0024 -0.03 456.0025 20.50 466.0026 54.00 471.90



Page 4 of 11





# X Y1 Y2 Y3 Y41 -100.00 436.00 436.00 436.00 426.002 -45.00 440.00 440.00 440.00 430.003 -23.00 450.00 450.00 450.00 440.004 -0.03 465.95 465.95 465.92 456.005 0.00 464.33 464.33 464.30 456.016 0.96 472.00 464.33 464.30 456.487 1.00 472.00 464.33 464.30 456.508 1.96 472.00 472.00 464.30 456.979 14.00 472.00 472.00 464.30 462.8310 15.00 472.00 472.00 471.96 463.3211 20.50 472.00 472.00 471.96 466.0012 54.00 472.00 472.00 471.96 471.90



Page 5 of 11









DesignatedName


L[ft]

L1[ft]

L2[ft]

L3[ft]

Tfe[lb/ft]

Tavailable[lb/ft]

1 ERS-3 0.67 14.00 0.66 4.07 9.28 1694.49 1970.342 ERS-3 2.00 14.00 0.89 5.02 8.09 1595.97 1970.343 ERS-3 4.00 14.00 1.38 7.78 4.85 1458.05 1970.344 ERS-3 6.00 14.00 1.81 12.19 0.00 1300.42 1685.95 (*)




Page 6 of 11







[ft]


[ft]


[ft]Fs STATUS

1 5.00 472.00 -39.69 442.49 -35.81 485.21 42.90 1.72 2 6.16 472.00 -38.42 443.11 -36.58 489.10 46.03 1.64 3 7.31 472.00 -35.85 444.35 -34.66 490.00 45.66 1.58 4 8.46 472.00 -37.10 443.71 -37.72 495.56 51.85 1.53 5 9.62 472.00 -37.02 443.71 -38.75 499.16 55.48 1.48 6 10.77 472.00 -35.61 444.33 -38.47 501.83 57.57 1.44 7 11.93 472.00 -34.19 444.95 -38.27 504.75 59.94 1.42 8 13.08 472.00 -34.65 444.92 -38.44 507.22 62.41 1.40 9 14.23 472.00 -35.87 444.32 -38.84 508.87 64.62 1.38

10 15.39 472.00 -35.77 444.32 -38.97 511.35 67.10 1.35 11 16.54 472.00 -34.36 444.95 -37.63 512.51 67.64 1.33 12 17.69 472.00 -35.60 444.33 -40.70 519.30 75.15 1.31 13 18.85 472.00 -35.53 444.33 -42.55 525.39 81.36 1.31 . .14 20.00 472.00 -34.16 444.95 -43.09 530.59 86.10 1.30 OK 15 21.16 472.00 -40.98 441.85 -56.53 552.99 112.23 1.31 16 22.31 472.00 -41.59 441.75 -60.21 563.71 123.37 1.32 17 23.46 472.00 -43.85 440.58 -72.72 590.24 152.42 1.34 18 24.62 472.00 -43.75 440.60 -79.18 607.85 170.97 1.37 19 25.77 472.00 -44.35 440.47 -80.72 615.10 178.37 1.40 20 26.92 472.00 -44.26 440.48 -89.26 638.22 202.80 1.43 21 28.08 472.00 -44.17 440.49 -100.22 667.58 233.91 1.47 22 29.23 472.00 -44.08 440.50 -114.77 706.10 274.84 1.50 23 30.39 472.00 -42.84 441.09 -116.14 716.91 285.40 1.53 24 31.54 472.00 -43.90 440.54 -164.45 835.79 413.23 1.58 25 32.69 472.00 -43.81 440.56 -211.82 958.24 544.26 1.62 26 33.85 472.00 -43.73 440.59 -299.61 1184.01 786.22 1.68 27 35.00 472.00 -43.70 440.60 -1195.89 3442.35 3215.28 1.74 28 36.15 472.00 -44.36 440.34 -1921.95 5333.79 5241.29 1.80 29 37.31 472.00 -44.24 440.39 -4735.70 12663.86 13092.86 1.86 30 38.46 472.00 -44.06 440.47 -981.68 3017.88 2742.67 1.93 31 39.62 472.00 -44.75 440.16 -82.46 667.78 230.72 1.99 32 40.77 472.00 -44.81 440.10 -71.10 641.36 202.97 2.03 33 41.92 472.00 -45.41 440.05 -84.94 683.47 246.61 2.06 34 43.08 472.00 -45.39 440.04 -78.86 671.10 233.47 2.10 35 44.23 472.00 -45.27 440.06 -79.88 678.39 240.84 2.13 36 45.38 472.00 -45.15 440.07 -80.93 685.89 248.40 2.17 37 46.54 472.00 -45.12 440.06 -75.03 673.35 235.20 2.21 38 47.69 472.00 -45.00 440.07 -75.87 680.21 242.11 2.24 39 48.85 472.00 -60.00 438.91 -60.00 634.47 195.56 2.28 40 50.00 472.00 -60.00 438.91 -60.00 638.28 199.38 2.31




Page 7 of 11







[ft]


[ft]


[ft]Fs STATUS

1 -60.00 438.91 20.00 472.00 -60.00 552.16 113.25 1.32 2 -58.64 439.01 18.85 472.00 -58.64 546.49 107.49 1.33 3 -57.40 439.11 20.00 472.00 -59.22 550.91 111.82 1.32 4 -56.35 439.20 18.85 472.00 -57.76 545.02 105.83 1.32 5 -55.20 439.30 18.85 472.00 -56.34 542.06 102.77 1.32 6 -53.27 439.40 17.69 472.00 -54.88 536.44 97.05 1.33 7 -52.04 439.50 18.85 472.00 -55.34 540.24 100.80 1.32 8 -50.86 439.59 17.69 472.00 -53.77 534.45 94.90 1.33 9 -49.61 439.69 17.69 472.00 -52.30 531.53 91.89 1.34

10 -48.35 439.77 17.69 472.00 -52.57 532.20 92.53 1.33 11 -44.94 440.08 20.00 472.00 -60.29 553.36 114.31 1.31 12 -45.01 440.00 16.54 472.00 -51.07 526.86 87.07 1.35 13 -44.10 440.56 20.00 472.00 -56.75 547.44 107.62 1.31 14 -42.95 441.16 20.00 472.00 -55.09 545.60 105.14 1.31 15 -41.07 441.84 20.00 472.00 -53.42 543.76 102.67 1.30 16 -39.88 442.44 20.00 472.00 -51.76 541.93 100.20 1.30 17 -38.65 443.04 20.00 472.00 -50.09 540.10 97.72 1.30 18 -37.39 443.65 20.00 472.00 -48.43 538.26 95.25 1.30 19 -35.48 444.34 20.00 472.00 -46.76 536.43 92.78 1.30 . .20 -34.16 444.95 20.00 472.00 -43.09 530.59 86.10 1.30 OK 21 -32.84 445.57 20.00 472.00 -41.48 528.88 83.76 1.30 22 -31.49 446.19 20.00 472.00 -39.87 527.17 81.42 1.31 23 -30.11 446.81 20.00 472.00 -38.27 525.47 79.08 1.31 24 -28.72 447.43 18.85 472.00 -33.34 514.71 67.44 1.31 25 -27.28 448.06 18.85 472.00 -31.83 513.23 65.33 1.32 26 -26.33 448.65 18.85 472.00 -30.32 511.75 63.23 1.33 27 -24.81 449.28 18.85 472.00 -27.62 508.00 58.78 1.33 28 -23.27 449.91 18.85 472.00 -27.30 508.79 59.02 1.34 29 -22.29 450.80 18.85 472.00 -24.71 506.01 55.26 1.36 30 -20.58 451.76 18.85 472.00 -23.27 505.53 53.84 1.39 31 -19.23 452.71 18.85 472.00 -19.94 501.34 48.64 1.41 32 -17.73 453.66 18.85 472.00 -17.73 499.30 45.64 1.44 33 -16.74 454.62 18.85 472.00 -15.62 497.44 42.83 1.47 34 -15.31 455.57 18.85 472.00 -13.60 495.73 40.19 1.51 35 -13.87 456.52 18.85 472.00 -11.66 494.16 37.71 1.55 36 -12.43 457.46 18.85 472.00 -9.81 492.73 35.37 1.61 37 -11.22 458.43 18.85 472.00 -7.55 490.39 32.17 1.67 38 -9.75 459.37 18.85 472.00 -5.87 489.27 30.16 1.75 39 -8.40 460.33 17.69 472.00 -4.14 485.80 25.83 1.85 40 -6.86 461.24 18.85 472.00 -2.04 485.82 25.05 1.98 41 -5.53 462.19 16.54 472.00 -3.29 486.89 24.80 2.14 42 -4.12 463.13 16.54 472.00 -1.69 485.98 22.97 2.34 43 -2.73 464.08 15.39 472.00 -2.73 488.75 24.67 2.56 44 -1.44 465.07 16.54 472.00 4.89 475.43 12.15 3.54 45 -0.15 464.29 15.39 472.00 -11.16 506.00 43.14 2.57 46 -2.49 464.34 15.39 472.00 -0.90 485.31 21.03 2.65 47 0.00 464.33 0.00 464.33 0.00 464.33 0.00 N/A #10 - Overhanging Cliff48 0.26 467.14 9.62 472.00 -4.32 487.41 20.78 2.89 49 0.49 468.58 8.46 472.00 -0.38 481.61 13.06 2.79 50 0.67 470.02 8.46 472.00 3.07 476.87 7.26 4.75




Page 8 of 11







( Xa, Ya )[ft]

( Xb, Yb )[ft]

( Xc, Yc )[ft]

Fs STATUS

......................................................................................................................................................................................................................


Reinf. Layer #1 0.67 0.08 465.00 1.39 465.00 10.35 472.00 2.62 OKReinf. Layer #2 2.00 0.25 466.33 1.59 466.33 9.40 472.00 2.70 OKReinf. Layer #3 4.00 0.50 468.33 3.78 468.33 8.83 472.00 3.07 OKReinf. Layer #4 6.00 0.75 470.33 4.08 470.33 4.82 472.00 3.38 OK




Page 9 of 11









SCALE:

0 2 4 6 8 10 [ft]



Page 10 of 11




Layer #

Reinf.Type #



EmbeddedLength[ft]

CovergaeRatio, Rc

( X, Y ) front[ft]

( X, Y ) rear[ft]

Lsv *[ft]

Lre[ft]

1 1 ERS-3 0.67 14.00 1.00 0.08 1524.06 14.08 1524.06 0.00 0.002 1 ERS-3 2.00 14.00 1.00 0.25 1525.39 14.25 1525.39 0.00 0.003 1 ERS-3 4.00 14.00 1.00 0.50 1527.39 14.50 1527.39 0.00 0.004 1 ERS-3 6.00 14.00 1.00 0.75 1529.39 14.75 1529.39 0.00 0.00


QUANTITIES




Page 11 of 11




Soil Parameters


[lb/ft³]Density γ

In Situ











External Static FS


External Seismic FS



Powered by Vespa


External Seismic FS




Internal

FSPullout

FSOverstress

Tensile

4 470.33 ERS-3 14.00 20.81 16.68 16.033 468.33 ERS-3 14.00 11.83 15.83 6.152 466.33 ERS-3 14.00 8.57 24.55 5.561 465.00 ERS-3 14.00 7.30 33.63 5.78



Internal

FSPullout

FSOverstress

Tensile

4 470.33 ERS-3 14.00 41.40 8.39 12.173 468.33 ERS-3 14.00 18.33 16.00 9.382 466.33 ERS-3 14.00 11.78 24.75 8.461 465.00 ERS-3 14.00 9.53 33.86 8.78

LayerFacing Static


Connection

4 470.33 ERS-3 14.00 10.663 468.33 ERS-3 14.00 4.562 466.33 ERS-3 14.00 4.551 465.00 ERS-3 14.00 5.02

LayerFacing Seismic


Connection

4 470.33 ERS-3 14.00 5.363 468.33 ERS-3 14.00 4.612 466.33 ERS-3 14.00 4.581 465.00 ERS-3 14.00 5.06




10 1 8 6.56 Pass10 1 10 7.60 Pass10 1 9 8.71 Pass



10 1 8 8.28 Pass10 1 10 10.80 Pass10 1 9 11.86 Pass


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Section 121 Details





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Soil Parameters


[lb/ft³]Density γ

In Situ














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External Static FS


External Seismic FS




Internal

FSPullout

FSOverstress

Tensile

8 470.33 ERS-3 20.00 25.61 18.26 16.037 468.33 ERS-3 20.00 15.35 17.16 6.156 466.33 ERS-3 20.00 11.36 21.52 4.535 464.33 ERS-3 20.00 9.10 25.18 3.584 462.33 ERS-3 20.00 7.62 28.50 2.973 460.33 ERS-3 20.00 6.56 31.63 2.532 458.33 ERS-5 20.00 5.71 34.64 3.311 456.33 ERS-5 20.00 5.06 45.51 3.55



Internal

FSPullout

FSOverstress

Tensile


LayerFacing Static


Connection

8 470.33 ERS-3 20.00 10.667 468.33 ERS-3 20.00 4.566 466.33 ERS-3 20.00 3.715 464.33 ERS-3 20.00 3.214 462.33 ERS-3 20.00 2.883 460.33 ERS-3 20.00 2.632 458.33 ERS-5 20.00 2.801 456.33 ERS-5 20.00 3.13

LayerFacing Seismic


Connection




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10 7 2 2.21 Pass8 7 3 2.36 Pass8 5 5 2.36 Pass1 9 1 2.38 Pass

10 5 4 2.51 Pass10 6 6 2.52 Pass10 7 8 2.65 Pass

8 6 7 2.71 Pass7 7 9 2.88 Pass

10 5 11 3.05 Pass10 Lowest Seismic

10 7 2 2.06 Pass10 5 3 2.19 Pass

1 6 1 2.20 Pass8 5 5 2.22 Pass

10 5 4 2.31 Pass10 6 6 2.37 Pass10 7 8 2.52 Pass

8 6 7 2.55 Pass10 4 9 2.73 Pass10 5 11 2.93 Pass


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Section 134 Details





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Soil Parameters


[lb/ft³]Density γ

In Situ














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External Static FS


External Seismic FS




Internal

FSPullout

FSOverstress

Tensile




Internal

FSPullout

FSOverstress

Tensile


LayerFacing Static


Connection


LayerFacing Seismic


Connection




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10 Lowest Seismic8 6 3 1.62 Pass9 6 2 1.67 Pass1 6 1 1.69 Pass9 7 4 1.69 Pass8 5 6 1.70 Pass



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Section 135 Details





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Original file path and name: V:\2020\20 ..... Y\Calculations\Ressa\ReSSA_WALL1_PANEL135_PERM.MSEOriginal date and time of creating this file: Mon Jun 15 15:16:41 2020




Page 1 of 11




SOIL DATA



[deg.]Cohesion, c

[lb/ft ²]

...........................................................................1 Wall Face 130.0 0.0 500.0

...........................................................................2 Reinforced Fill 130.0 32.0 0.0



REINFORCEMENT








CoverageRatio, Rc

[lb/ft]

1 ERS-3 3600.00 1.10 1.10 1.51 1.00 1.002 ERS-5 5400.00 1.10 1.10 1.51 1.00 1.00





1 ERS-3 0.80 0.00 0.80 0.802 ERS-5 1.00 1.00 1.00 1.00


WATER


SEISMICITY

Not Applicable



Page 2 of 11







STRIP LOAD.......................................................................None

Toe point

3

45

6

78

9 101112 1314

SCALE:

0 2 4 6 8 10[ft]



Page 3 of 11





# Xi YiTop of Layer 1 1 -112.00 424.00

2 -70.00 440.003 -41.00 442.004 -0.03 457.515 0.00 455.006 2.13 472.007 3.13 472.008 15.13 476.009 42.00 476.0010 85.00 480.00

Top of Layer 2 11 -112.00 424.0012 -70.00 440.0013 -41.00 442.0014 -0.03 457.5115 0.00 455.0016 1.00 455.0017 3.13 472.0018 15.13 476.0019 42.00 476.0020 85.00 480.00

Top of Layer 3 21 -112.00 424.0022 -70.00 440.0023 -41.00 442.0024 -0.03 457.4825 0.00 454.9726 20.00 454.9727 22.50 475.9028 42.00 476.0029 85.00 480.00

Top of Layer 4 30 -112.00 414.0031 -70.00 430.0032 -41.00 432.0033 -0.03 447.4534 20.00 454.9735 22.00 456.0036 41.00 460.0037 96.00 469.90



Page 4 of 11





# X Y1 Y2 Y3 Y41 -112.00 424.00 424.00 424.00 414.002 -70.00 440.00 440.00 440.00 430.003 -41.00 442.00 442.00 442.00 432.004 -0.03 457.51 457.51 457.48 447.455 0.00 455.00 455.00 454.97 447.466 1.00 462.98 455.00 454.97 447.847 2.13 472.00 464.02 454.97 448.268 3.13 472.00 472.00 454.97 448.649 15.13 476.00 476.00 454.97 453.1410 20.00 476.00 476.00 454.97 454.9711 22.00 476.00 476.00 471.71 456.0012 22.50 476.00 476.00 475.90 456.1113 41.00 476.00 476.00 475.99 460.0014 42.00 476.00 476.00 476.00 460.1815 85.00 480.00 480.00 480.00 467.9216 96.00 480.00 480.00 480.00 469.90



Page 5 of 11









DesignatedName


L[ft]

L1[ft]

L2[ft]

L3[ft]

Tfe[lb/ft]

Tavailable[lb/ft]

1 ERS-5 1.33 20.00 0.00 1.41 18.59 2955.50 2955.502 ERS-5 3.33 20.00 0.00 1.57 18.43 2955.50 2955.503 ERS-3 5.33 20.00 0.00 1.84 18.16 1970.34 1970.344 ERS-3 7.33 20.00 0.16 2.10 17.74 1911.23 1970.345 ERS-3 9.33 20.00 0.52 2.46 17.01 1753.60 1970.346 ERS-3 11.33 20.00 0.89 2.95 16.16 1595.97 1970.347 ERS-3 13.33 20.00 1.38 3.74 14.88 1458.05 1970.348 ERS-3 15.33 20.00 2.89 5.02 12.09 1300.42 1970.34



Page 6 of 11







[ft]


[ft]


[ft]Fs STATUS

1 5.00 472.63 -44.04 442.11 -29.05 472.70 34.06 2.97 2 6.80 473.22 -41.57 442.05 -28.24 474.49 35.06 2.49 3 8.59 473.82 -39.93 442.90 -26.25 474.96 34.86 2.25 4 10.39 474.42 -31.12 445.80 -20.48 474.78 30.87 2.08 5 12.18 475.02 -27.13 447.42 -17.67 475.74 29.86 1.95 6 13.98 475.62 -29.53 446.72 -19.65 479.05 33.80 1.85 7 15.77 476.00 -31.54 445.91 -21.31 482.07 37.57 1.76 8 17.57 476.00 -31.55 445.89 -22.45 486.16 41.29 1.69 9 19.36 476.00 -33.13 445.00 -23.74 489.04 45.03 1.63

10 21.16 476.00 -35.41 444.25 -26.33 494.34 50.91 1.58 11 22.95 476.00 -31.22 445.81 -21.28 491.67 46.92 1.53 12 24.75 476.00 -29.58 446.74 -16.97 488.39 43.52 1.46 13 26.54 476.00 -31.72 445.94 -19.82 494.36 49.86 1.41 14 28.34 476.00 -31.53 445.88 -20.03 497.57 52.95 1.37 15 30.13 476.00 -33.33 445.04 -20.55 499.37 55.81 1.35 16 31.93 476.00 -35.61 444.29 -23.22 505.68 62.63 1.34 17 33.72 476.00 -37.80 443.51 -26.22 512.99 70.44 1.33 18 35.51 476.00 -33.33 445.03 -21.51 510.75 66.78 1.32 . .19 37.31 476.00 -35.43 444.24 -24.69 518.82 75.34 1.32 OK 20 39.10 476.00 -39.46 442.66 -30.14 529.92 87.76 1.32 21 40.90 476.00 -45.85 441.72 -36.49 544.92 103.63 1.33 22 42.69 476.06 -31.83 445.87 -21.12 526.51 81.35 1.35 23 44.49 476.23 -35.75 444.26 -26.90 538.73 94.88 1.35 24 46.28 476.40 -39.37 442.64 -33.51 553.32 110.83 1.36 25 48.08 476.57 -45.72 441.70 -38.95 567.08 125.56 1.37 26 49.87 476.73 -45.69 441.69 -40.82 576.25 134.64 1.39 27 51.67 476.90 -45.72 441.69 -42.99 586.44 144.77 1.41 28 53.46 477.07 -49.93 441.41 -46.88 600.29 158.92 1.44 29 55.26 477.23 -47.59 441.55 -47.59 607.58 166.03 1.46 30 57.05 477.40 -47.59 441.55 -47.59 612.16 170.62 1.49 31 58.85 477.57 -49.66 441.40 -49.66 622.25 180.85 1.51 32 60.64 477.73 -51.72 441.26 -51.72 632.58 191.32 1.54 33 62.44 477.90 -52.23 441.25 -55.35 648.71 207.48 1.56 34 64.23 478.07 -53.93 441.12 -57.62 660.31 219.22 1.59 35 66.03 478.23 -52.10 441.25 -59.82 673.02 231.90 1.61 36 67.82 478.40 -42.10 441.91 -62.95 688.52 247.49 1.64 37 69.62 478.57 -58.35 440.82 -67.21 706.62 265.95 1.66 38 71.41 478.74 -41.52 441.96 -71.07 724.48 284.06 1.69 39 73.21 478.90 -41.24 441.99 -80.30 758.98 319.39 1.72 40 75.00 479.07 -40.93 442.03 -81.54 769.08 329.56 1.74




Page 7 of 11







[ft]


[ft]


[ft]Fs STATUS

1 -61.05 440.86 40.90 476.00 -42.36 552.09 112.79 1.37 2 -58.20 440.87 40.90 476.00 -42.17 552.99 113.26 1.37 3 -56.88 441.12 40.90 476.00 -40.56 549.87 109.96 1.36 4 -53.92 441.13 40.90 476.00 -40.35 550.60 110.30 1.36 5 -51.96 441.29 40.90 476.00 -38.70 547.37 106.91 1.34 6 -49.96 441.44 40.90 476.00 -37.04 544.18 103.55 1.34 7 -47.97 441.59 39.10 476.00 -35.74 538.03 97.21 1.34 8 -45.85 441.72 40.90 476.00 -36.49 544.92 103.63 1.33 9 -43.74 441.86 39.10 476.00 -33.66 534.98 93.67 1.33

10 -41.57 441.99 39.10 476.00 -33.25 534.94 93.32 1.33 11 -39.46 442.66 39.10 476.00 -30.14 529.92 87.76 1.32 12 -37.37 443.44 39.10 476.00 -28.32 528.27 85.32 1.32 . .13 -35.43 444.24 37.31 476.00 -24.69 518.82 75.34 1.32 OK 14 -33.80 445.10 37.31 476.00 -21.98 515.19 71.07 1.32 15 -31.70 445.88 37.31 476.00 -20.26 513.79 68.87 1.32 16 -29.51 446.67 35.51 476.00 -17.33 506.40 60.97 1.32 17 -27.03 447.37 35.51 476.00 -14.94 503.59 57.50 1.33 18 -24.93 448.15 35.51 476.00 -13.29 502.40 55.49 1.34 19 -22.91 448.95 33.72 476.00 -10.31 495.37 48.10 1.35 20 -20.81 449.72 33.72 476.00 -8.72 494.35 46.24 1.37 21 -18.94 450.57 33.72 476.00 -6.63 492.30 43.51 1.39 22 -16.83 451.34 33.72 476.00 -5.06 491.34 41.70 1.41 23 -14.73 452.11 33.72 476.00 -3.49 490.38 39.89 1.45 24 -12.81 452.95 33.72 476.00 -1.48 488.57 37.38 1.50 25 -10.78 453.69 30.13 476.00 -3.47 488.96 36.02 1.55 26 -8.68 454.46 30.13 476.00 -2.72 489.45 35.50 1.61 27 -6.54 455.21 30.13 476.00 -1.95 489.85 34.94 1.70 28 -4.44 456.06 30.13 476.00 4.07 481.23 26.58 1.88 29 -2.14 456.81 42.69 476.07 16.08 476.20 26.61 4.96 30 -0.16 454.93 30.13 476.00 -39.59 543.91 97.33 1.55 31 -7.09 455.06 31.93 476.00 -2.06 492.49 37.77 1.68 32 -4.60 455.80 31.93 476.00 3.20 484.81 30.04 1.83 33 -2.80 456.81 37.31 476.00 12.25 476.87 25.08 3.41 34 0.00 455.00 0.00 455.00 0.00 455.00 0.00 N/A #10 - Overhanging Cliff35 0.09 458.05 28.34 476.00 -25.67 529.77 76.21 1.77 36 0.24 458.87 28.34 476.00 -21.13 525.51 69.99 1.70 37 0.39 459.68 28.34 476.00 -15.10 518.30 60.62 1.81 38 0.54 460.44 21.16 476.00 -51.24 550.47 103.86 1.78 39 0.69 461.27 21.16 476.00 -27.54 522.07 67.03 1.89 40 0.84 462.08 21.16 476.00 -26.70 524.07 67.83 2.03 41 0.98 462.89 19.36 476.00 -28.98 524.34 68.36 1.95 42 0.98 463.64 19.36 476.00 -16.49 509.48 49.06 2.11 43 1.11 464.44 19.36 476.00 -24.60 525.23 66.00 2.00 44 1.27 465.26 19.36 476.00 -11.68 507.68 44.35 2.19 45 1.21 465.99 19.36 476.00 -21.18 528.05 65.97 2.41 46 1.34 466.80 17.57 476.00 -10.86 507.23 42.23 2.25 47 1.50 467.62 19.36 476.00 -6.06 506.93 40.03 2.51 48 1.63 468.41 17.57 476.00 -6.15 505.28 37.68 2.21 49 1.78 469.21 17.57 476.00 -1.24 497.99 28.94 2.51 50 1.75 469.98 17.57 476.00 -5.81 513.62 44.29 2.81




Page 8 of 11







( Xa, Ya )[ft]

( Xb, Yb )[ft]

( Xc, Yc )[ft]

Fs STATUS

......................................................................................................................................................................................................................


Reinf. Layer #1 1.33 0.17 456.33 1.39 456.33 30.56 476.00 1.70 OKReinf. Layer #2 3.33 0.42 458.33 1.49 458.33 20.44 476.00 1.79 OKReinf. Layer #3 5.33 0.67 460.33 1.69 460.33 19.10 476.00 1.80 OKReinf. Layer #4 7.33 0.92 462.33 1.99 462.33 18.88 476.00 1.94 OKReinf. Layer #5 9.33 1.17 464.33 2.19 464.33 18.26 476.00 2.09 OKReinf. Layer #6 11.33 1.42 466.33 3.49 466.33 18.96 476.00 2.29 OKReinf. Layer #7 13.33 1.67 468.33 4.68 468.33 17.97 476.00 2.46 OKReinf. Layer #8 15.33 1.92 470.33 7.97 470.33 17.79 476.00 2.40 OK




Page 9 of 11









SCALE:

0 2 4 6 8 10[ft]



Page 10 of 11




Layer #

Reinf.Type #



EmbeddedLength[ft]

CovergaeRatio, Rc

( X, Y ) front[ft]

( X, Y ) rear[ft]

Lsv *[ft]

Lre[ft]

1 2 ERS-5 1.33 20.00 1.00 0.17 1494.11 20.17 1494.11 0.00 0.002 2 ERS-5 3.33 20.00 1.00 0.42 1496.11 20.42 1496.11 0.00 0.003 1 ERS-3 5.33 20.00 1.00 0.67 1498.11 20.67 1498.11 0.00 0.004 1 ERS-3 7.33 20.00 1.00 0.92 1500.11 20.92 1500.11 0.00 0.005 1 ERS-3 9.33 20.00 1.00 1.17 1502.11 21.17 1502.11 0.00 0.006 1 ERS-3 11.33 20.00 1.00 1.42 1504.11 21.42 1504.11 0.00 0.007 1 ERS-3 13.33 20.00 1.00 1.67 1506.11 21.67 1506.11 0.00 0.008 1 ERS-3 15.33 20.00 1.00 1.92 1508.11 21.92 1508.11 0.00 0.00


QUANTITIES




Page 11 of 11


Project Information

Client ARW








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Soil Parameters


[lb/ft³]Density γ

In Situ











External Static FS


External Seismic FS



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External Seismic FS




Internal

FSPullout

FSOverstress

Tensile

3 432.00 ERS-3 5.00 13.60 3.36 24.432 430.67 ERS-3 5.00 7.87 3.27 8.101 428.67 ERS-3 5.00 4.93 4.40 4.15



Internal

FSPullout

FSOverstress

Tensile

3 432.00 ERS-3 5.00 28.95 1.45 15.872 430.67 ERS-3 5.00 13.55 3.46 12.971 428.67 ERS-3 5.00 7.20 4.59 6.54

LayerFacing Static


Connection

3 432.00 ERS-3 5.00 16.242 430.67 ERS-3 5.00 5.801 428.67 ERS-3 5.00 3.29

LayerFacing Seismic


Connection

3 432.00 ERS-3 5.00 6.992 430.67 ERS-3 5.00 6.151 428.67 ERS-3 5.00 3.43



1 3 1 1.39 Pass10 4 3 1.93 Pass




10 1 8 9.52 Pass1 10 9 20.40 Pass


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Section 10 Details





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Soil Parameters


[lb/ft³]Density γ

In Situ











External Static FS


External Seismic FS



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External Seismic FS




Internal

FSPullout

FSOverstress

Tensile

6 440.67 ERS-3 9.00 16.80 3.72 16.035 438.67 ERS-3 9.00 8.89 4.89 6.154 436.67 ERS-3 9.00 6.25 7.56 4.533 434.67 ERS-3 9.00 4.88 10.23 3.582 432.67 ERS-3 9.00 4.03 15.70 3.611 431.33 ERS-3 9.00 3.62 22.02 3.99



Internal

FSPullout

FSOverstress

Tensile

6 440.67 ERS-3 9.00 27.97 1.54 10.035 438.67 ERS-3 9.00 12.39 4.40 8.354 436.67 ERS-3 9.00 7.97 6.98 6.323 434.67 ERS-3 9.00 5.89 9.60 5.082 432.67 ERS-3 9.00 4.69 14.89 5.171 431.33 ERS-3 9.00 4.14 21.00 5.75

LayerFacing Static


Connection

6 440.67 ERS-3 9.00 10.665 438.67 ERS-3 9.00 4.564 436.67 ERS-3 9.00 3.713 434.67 ERS-3 9.00 3.212 432.67 ERS-3 9.00 3.511 431.33 ERS-3 9.00 4.08

LayerFacing Seismic


Connection

6 440.67 ERS-3 9.00 4.425 438.67 ERS-3 9.00 4.104 436.67 ERS-3 9.00 3.423 434.67 ERS-3 9.00 3.012 432.67 ERS-3 9.00 3.331 431.33 ERS-3 9.00 3.89




10 Lowest Seismic1 5 1 1.92 Pass9 6 2 1.99 Pass4 7 4 2.10 Pass8 7 3 2.21 Pass7 4 5 2.33 Pass


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Section 35 Details





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Page 1 of 11




SOIL DATA



[deg.]Cohesion, c

[lb/ft ²]

...........................................................................1 Block Face 130.0 0.0 500.0

...........................................................................2 Reinforced Fill 130.0 32.0 0.0

...........................................................................3 Retained Soil 130.0 30.0 0.0

...........................................................................4 Foundation Soil 130.0 30.0 0.0

REINFORCEMENT








CoverageRatio, Rc

[lb/ft]

1 ERS-3 3600.00 1.10 1.10 1.51 1.00 1.00





1 ERS-3 0.80 0.00 0.80 0.80


WATER


SEISMICITY

Not Applicable



Page 2 of 11







STRIP LOAD.......................................................................None

Toe point

1

2

3

4 5 6 7

SCALE:

0 2 4 6 8 10 [ft]



Page 3 of 11





# Xi YiTop of Layer 1 1 -0.03 432.00

2 0.00 430.673 1.46 442.34

Top of Layer 2 4 -0.03 432.005 0.00 430.676 1.00 430.677 2.46 442.34

Top of Layer 3 8 -0.03 431.979 0.00 430.6410 9.00 430.6411 10.46 442.30

Top of Layer 4 12 -0.03 431.9413 0.00 430.60



Page 4 of 11





# X Y1 Y2 Y3 Y41 -0.03 432.00 432.00 431.97 431.942 0.00 430.67 430.67 430.64 430.603 1.00 438.66 430.67 430.64 430.604 1.46 442.34 434.35 430.64 430.605 2.46 442.34 442.34 430.64 430.606 9.00 442.34 442.34 430.64 430.607 10.46 442.34 442.34 442.30 430.60



Page 5 of 11









DesignatedName


L[ft]

L1[ft]

L2[ft]

L3[ft]

Tfe[lb/ft]

Tavailable[lb/ft]

1 ERS-3 0.67 9.00 0.00 2.59 6.41 1970.34 1970.342 ERS-3 2.00 9.00 0.16 2.95 5.88 1911.23 1970.343 ERS-3 4.00 9.00 0.52 3.71 4.77 1753.60 1970.344 --- 6.00 9.00 0.89 5.02 3.09 1595.97 1970.345 --- 8.00 9.00 1.32 7.68 0.00 1458.05 1947.20 (*)6 --- 10.00 9.00 0.18 8.82 0.00 1300.42 1339.52 (*)




Page 6 of 11







[ft]


[ft]


[ft]Fs STATUS

1 4.00 442.34 1.01 438.96 0.08 442.79 3.95 4.04 2 4.90 442.34 0.51 434.81 -3.86 442.41 8.76 3.11 3 5.80 442.34 0.18 432.69 -5.62 442.53 11.42 2.55 4 6.69 442.34 0.22 432.72 -4.15 442.66 10.85 2.24 5 7.59 442.34 0.24 432.73 -4.18 443.73 11.85 2.01 6 8.49 442.34 0.25 432.74 -5.29 445.83 14.21 1.85 7 9.38 442.34 0.14 432.70 -4.82 446.71 14.86 1.73 8 10.28 442.34 0.16 432.71 -5.13 448.40 16.56 1.63 9 11.17 442.34 0.17 432.71 -5.97 450.83 19.13 1.56

10 12.07 442.34 0.18 432.72 -6.27 452.85 21.14 1.52 11 12.97 442.34 0.20 432.72 -7.28 455.93 24.38 1.50 . .12 13.86 442.34 0.20 432.72 -11.90 464.43 33.94 1.50 OK 13 14.76 442.34 0.22 432.73 -12.48 467.75 37.26 1.51 14 15.66 442.34 0.25 432.74 -3.96 456.66 24.29 1.52 15 16.55 442.34 0.08 432.70 -6.81 463.39 31.45 1.54 16 17.45 442.34 0.08 432.68 -15.44 481.06 50.80 1.57 17 18.35 442.34 -10.67 432.09 -0.17 448.57 19.54 1.59 18 19.24 442.34 -10.61 432.05 -0.11 450.04 20.83 1.60 19 20.14 442.34 -11.99 432.08 -0.69 452.13 23.01 1.62 20 21.04 442.34 -11.90 432.03 -0.67 453.92 24.60 1.65 21 21.93 442.34 -0.03 430.66 -25.80 505.61 79.25 1.67 22 22.83 442.34 -0.02 430.66 -35.59 528.45 104.06 1.69 23 23.72 442.34 -0.01 430.67 -52.35 567.05 146.09 1.72 24 24.62 442.34 -0.25 430.58 -64.22 597.97 179.21 1.75 25 25.52 442.34 -0.24 430.57 -116.94 720.11 312.17 1.78 26 26.41 442.34 -0.23 430.58 -168.81 848.48 450.63 1.81 27 27.31 442.34 -0.23 430.57 -2422.28 6137.21 6199.35 1.84 28 28.21 442.34 -0.22 430.58 -688.11 2133.79 1836.87 1.88 29 29.10 442.34 -0.21 430.59 -378.80 1417.48 1057.02 1.92 30 30.00 442.34 -0.20 430.59 -1290.90 3793.57 3602.15 1.96




Page 7 of 11







[ft]


[ft]


[ft]Fs STATUS

1 -25.23 432.13 21.93 442.34 -7.39 463.76 36.32 1.90 2 -23.84 432.09 21.93 442.34 -6.66 462.70 35.11 1.86 3 -22.49 432.07 21.04 442.34 -6.13 460.12 32.47 1.82 4 -21.20 432.09 20.14 442.34 -5.43 457.00 29.47 1.77 5 -19.79 432.03 20.14 442.34 -4.87 456.74 28.86 1.74 6 -18.47 432.03 19.24 442.34 -4.19 453.92 26.13 1.70 7 -17.42 432.21 19.24 442.34 -3.44 453.04 25.08 1.67 8 -16.03 432.17 18.35 442.34 -2.93 451.06 23.00 1.64 9 -14.64 432.11 18.35 442.34 -2.18 450.23 21.99 1.62

10 -13.20 432.03 18.35 442.34 -1.57 449.85 21.28 1.60 11 -11.89 432.03 17.45 442.34 -0.89 447.64 19.09 1.59 12 -10.72 432.13 17.45 442.34 -0.26 447.23 18.37 1.58 13 -9.45 432.17 16.55 442.34 0.42 445.26 16.39 1.59 14 -7.98 432.06 16.55 442.34 1.09 444.83 15.66 1.61 15 -6.75 432.11 16.55 442.34 1.77 444.37 14.93 1.65 16 -5.46 432.13 16.55 442.34 2.46 443.89 14.18 1.71 17 -4.13 432.11 16.55 442.34 3.04 443.63 13.57 1.81 18 -2.71 432.05 17.45 442.34 4.57 442.68 12.88 2.15 19 -1.42 432.12 26.41 442.35 10.61 442.37 15.80 4.96 20 -0.13 430.62 15.66 442.34 -12.93 464.36 36.08 1.56 21 0.00 430.67 0.00 430.67 0.00 430.67 0.00 N/A #10 - Overhanging Cliff22 0.05 431.69 14.76 442.34 -6.40 456.07 25.22 1.53 . .23 0.20 432.72 13.86 442.34 -11.90 464.43 33.94 1.50 OK 24 0.24 433.74 13.86 442.34 -7.39 460.91 28.23 1.75 25 0.43 434.80 13.86 442.34 -2.40 455.59 20.98 1.66 26 0.60 435.84 12.07 442.34 -6.10 461.04 26.07 2.09 27 0.67 436.88 12.07 442.34 -0.76 454.51 17.69 1.88 28 0.86 437.93 12.07 442.34 1.88 451.80 13.91 2.49 29 0.99 438.96 8.49 442.34 -0.04 451.23 12.32 2.29 30 1.10 440.01 8.49 442.34 2.69 447.84 7.99 3.34




Page 8 of 11







( Xa, Ya )[ft]

( Xb, Yb )[ft]

( Xc, Yc )[ft]

Fs STATUS

......................................................................................................................................................................................................................


Reinf. Layer #1 0.67 0.08 431.34 1.39 431.34 18.33 442.34 1.66 OKReinf. Layer #2 2.00 0.25 432.67 1.59 432.67 14.90 442.34 1.69 OKReinf. Layer #3 4.00 0.50 434.67 3.76 434.67 15.57 442.34 1.90 OKReinf. Layer #4 6.00 0.75 436.67 4.06 436.67 12.79 442.34 2.16 OKReinf. Layer #5 8.00 1.00 438.67 4.26 438.67 9.13 442.34 2.45 OKReinf. Layer #6 10.00 1.25 440.67 4.56 440.67 6.55 442.34 3.13 OK




Page 9 of 11









SCALE:

0 2 4 6 8 10 [ft]



Page 10 of 11




Layer #

Reinf.Type #



EmbeddedLength[ft]

CovergaeRatio, Rc

( X, Y ) front[ft]

( X, Y ) rear[ft]

Lsv *[ft]

Lre[ft]

1 1 ERS-3 0.67 9.00 1.00 0.08 1413.63 9.08 1413.63 0.00 0.002 1 ERS-3 2.00 9.00 1.00 0.25 1414.96 9.25 1414.96 0.00 0.003 1 ERS-3 4.00 9.00 1.00 0.50 1416.96 9.50 1416.96 0.00 0.004 1 ERS-3 6.00 9.00 1.00 0.75 1418.96 9.75 1418.96 0.00 0.005 1 ERS-3 8.00 9.00 1.00 1.00 1420.96 10.00 1420.96 0.00 0.006 1 ERS-3 10.00 9.00 1.00 1.25 1422.96 10.25 1422.96 0.00 0.00


QUANTITIES




Page 11 of 11


Project Information

Client ARW








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Soil Parameters


[lb/ft³]Density γ

In Situ











External Static FS


External Seismic FS



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External Seismic FS




Internal

FSPullout

FSOverstress

Tensile

2 418.00 ERS-3 5.00 13.60 3.59 16.031 416.00 ERS-3 5.00 6.54 3.98 5.12



Internal

FSPullout

FSOverstress

Tensile

2 418.00 ERS-3 5.00 31.12 2.10 14.201 416.00 ERS-3 5.00 10.95 4.37 8.49

LayerFacing Static


Connection

2 418.00 ERS-3 5.00 10.661 416.00 ERS-3 5.00 3.79

LayerFacing Seismic


Connection

2 418.00 ERS-3 5.00 6.251 416.00 ERS-3 5.00 4.17


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Section 7 Details





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Soil Parameters


[lb/ft³]Density γ

In Situ











External Static FS


External Seismic FS



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External Seismic FS




Internal

FSPullout

FSOverstress

Tensile

4 422.00 ERS-3 7.00 15.20 2.96 16.033 420.00 ERS-3 7.00 7.72 4.25 6.152 418.00 ERS-3 7.00 5.33 6.83 4.531 416.00 ERS-3 7.00 4.12 7.96 3.02



Internal

FSPullout

FSOverstress

Tensile

4 422.00 ERS-3 7.00 28.40 1.39 11.363 420.00 ERS-3 7.00 11.53 4.13 9.012 418.00 ERS-3 7.00 7.13 6.68 6.691 416.00 ERS-3 7.00 5.16 7.83 4.48

LayerFacing Static


Connection

4 422.00 ERS-3 7.00 10.663 420.00 ERS-3 7.00 4.562 418.00 ERS-3 7.00 3.711 416.00 ERS-3 7.00 2.70

LayerFacing Seismic


Connection

4 422.00 ERS-3 7.00 5.003 420.00 ERS-3 7.00 4.432 418.00 ERS-3 7.00 3.621 416.00 ERS-3 7.00 2.66




10 2 9 3.05 Pass1 7 8 3.47 Pass3 2 10 3.91 Pass

10 Lowest Seismic1 6 1 1.69 Pass4 5 3 2.14 Pass8 5 2 2.43 Pass2 6 4 2.50 Pass7 4 6 2.71 Pass1 10 5 3.16 Pass4 5 7 3.34 Pass1 7 8 4.37 Pass

10 2 9 4.38 Pass3 2 10 6.13 Pass


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Section 13 Details





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southside commerce center walls 1-3

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