Documents › Planning Board, 2025-10-07
Croton Riverside Wall Calculations Rev2

site plan 22 pages
From the meeting: Planning Board — 2025-10-07 · our coverage →
Agenda item: Public Hearing — Croton Riverside, LLC - 25 South Riverside Ave. (78.8-5-43) - Amended Site Plan for Three-Story Multi-Family Building
Site plan, 22 pages. Attached to agenda item: “Public Hearing — Croton Riverside, LLC - 25 South Riverside Ave. (78.8-5-43) - Amended Site Plan for Three-Story Multi-Family Building”
Retrieved 2026-04-15 from the village's meeting portal. View the original PDF ↗
Also attached to this agenda item: 25 South Riverside Ave. 2025 A-200 AS-101 Cover Leter 9.9.25 1 Croton Riverside Wall Drawings Rev2 Landscape COLOR REVISED 9252025 Neighbor Letter Plant Photos Redacted Application 25 SRA
Extracted text
i 
 
DESIGN CALCULATIONS 
For: 
Ralph Rossi, P.E. 
Croton Riverside, LLC 
 
By: 
Robert C. Johnson, Jr., P.E. No. 101643 
Submatrix LLC 
 
Date: 
September 25, 2024 
 
Revised: April 15, 2025 (Revision 2 Submittal) 
 
Proposed Riverside Apartments 
Tensar Mesa® Retaining Wall System 
Background 
Per your request, the alignments of Walls 1 & 2 have been modified and Walls 5 & 6 have 
been added to the shop drawings. New calculations have been prepared for the added 
walls. Wall 1 has been extended beyond the shoring system, requiring a new calculation for 
the mechanically stabilized earth (MSE) portion. A compound stability analysis has been 
evaluated for the new tiered configuration formed by Walls 1, 2, and 5. All other previously 
submitted calculations are unchanged. 
The accompanying mechanically stabilized earth (MSE) wall shop drawings detail the 
design criteria.  It is the Client’s responsibility to ensure the Project Geotechnical 
Engineer reviews the assumptions and requirements defined in Sections 2 and 3 of the 
Design and Construction Requirements within the accompanying shop drawings.  
Calculation Index 
1. Walls 1, 2, and 5  Case “CS”….. 1 
2. Wall 5 Case 5 ….. 2 
3. Wall 6 Case 6 ….. 12 
 
SEAL APPLIES TO ALL
SHEETS WITHIN INDEX
4/15/2025

TPG60D at 8" vertical spacing
TPG60D at 16" vertical spacing
TPG45D at 16" vertical spacing
12.0
11.0
10.0
16.5
8.5
11.0
Ru 
Value
Water 
Surface
Phi 
(°)
Cohesion 
(psf)
Strength 
Type
Unit 
Weight 
(lbs/ft3)
Color
Material Name
None
Mohr-
Coulomb
Reinforced Fill
None
Mohr-
Coulomb
Retained and 
Foundation Soil
None
Mohr-
Coulomb
Wall Face
Long Term Design Strength (lbs/
ft)
Type
Color
Support 
Name
Geosynthetic
TPG45D
Geosynthetic
TPG60D
Results
Spencer
1.306
-60
-50
-40
-30
-20
-10
Analysis Description
Compound Stability Analysis - Walls 2, 1, and 5
Company
Submatrix LLC
Drawn By
R. Johnson
File Name
Compound Stability.slmd
Date
4/15/2025
Project
Proposed Riverside Apartments
SLIDEINTERPRET 9.034

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 11:26:47 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 5 Case 5.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
NCMA  DESIGN  METHOD
MSEW+:  Update # 2024.01
PROJECT IDENTIFICATION
Title:
Proposed Riverside Apartments
Project Number:
Client:
Croton Riverside LLC
Designer:
R. Johnson
Station Number:
Wall 5 STA 1+00
Description:
Case 5; Design height = 10.67 ft.; 2H:1V backslope
Company's information:
Name: Submatrix LLC
Street: 303 Perimeter Center North
Suite 300
Atlanta, GA  30346
Telephone #:
(770) 557-5015
Fax #:
E-Mail:
robert@submatrix.co
File path and name:
C:\Users\rjohn\OneDrive\Documents\_Submatrix\Projects\P.....
.....4\Wall 5 Case 5.BENp
Original date and time of creating this file:
April 2025
PROGRAM MODE:
ANALYSIS
of a SIMPLE STRUCTURE
using GEOGRID as reinforcing material.
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 11:26:47 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 5 Case 5.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
SOIL DATA
REINFORCED SOIL
Unit weight, g
125.0 lb/ft ³
Design value of internal angle of friction,
f
34.0 °
RETAINED SOIL
Unit weight, g
125.0 lb/ft ³
Design value of internal angle of friction,
f
38.0 °
FOUNDATION SOIL (Considered as an equivalent uniform soil)
Equivalent unit weight, g equiv.
125.0 lb/ft ³
Equivalent internal angle of friction,
fequiv.
38.0 °
Equivalent cohesion,  c equiv.
0.0 lb/ft ²
Water table does not affect bearing capacity
LATERAL EARTH PRESSURE COEFFICIENTS
Ka (internal stability) = 0.4168
Inclination of internal slip plane,     = 47.95°.
y
Ka (external stability) = 0.3384
BEARING CAPACITY
Bearing capacity is controlled by general shear.
Bearing capacity factors (calculated by MSEW):  Nc = 61.35
N   = 78.02
g
SEISMICITY
Not Applicable
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 11:26:47 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 5 Case 5.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
INPUT DATA:  Geogrids
(Analysis)
D  A  T  A
Geogrid
type #1
Geogrid
type #2
Geogrid
type #3
Geogrid
type #4
Geogrid
type #5
Tult  [lb/ft]
3600.0
Durability reduction factor, RFd
1.15
Installation-damage reduction factor, RFid
1.10
Creep reduction factor, RFc
1.51
Fs-overall for strength
N/A
Coverage ratio, Rc
1.000
5000.0
1.15
1.10
1.51
N/A
1.000
0.80
0.80
N/A
N/A
N/A
N/A
N/A
N/A
Cds = tan(ro) / tan(Phi.reinforced)
0.80
Ci
0.80
Variation of Lateral Earth Pressure Coefficient With Depth
Z
K / Ka
   0 ft
1.00
 3.3 ft
1.00
 6.6 ft
1.00
 9.8 ft
1.00
13.1 ft
1.00
16.4 ft
1.00
19.7 ft
1.00
 6.6
 9.8
16.4
26.2
32.8
Z [ft]
0.0
1.0
2.0
3.0
K / Ka
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 11:26:47 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 5 Case 5.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
INPUT DATA:  Facia and Connection  (according to revised Demo 82)
(Analysis)
FACIA type:   Facing enabling frictional connection of reinforcement (e.g., modular concrete blocks, gabions)
Depth/height of block is 0.92/0.67 ft.  Horizontal distance to Center of Gravity of block is: 0.41 ft.
Average unit weight of block is:
  = 82.00 lb/ft ³
g f
Z / Hd
           To-static / Tmax
Top of wall
0.00
0.25
0.50
0.75
1.00
Z / Hd
1.00
0.90
0.80
0.70
0.60
0.50
To-static / Tmax
0.00
1.00
0.25
1.00
0.50
1.00
0.75
1.00
1.00
1.00
Peak Strength Criterion
Geogrid Type #1
Weight
   of
blocks
Tultconn
(1)
(2)
(3)
(4)
(5)
Geogrid Type #2
Weight
   of
blocks
Tultconn
Geogrid Type #3
Weight
   of
blocks
Tultconn
Geogrid Type #4
Weight
   of
blocks
Tultconn
Geogrid Type #5
Weight
   of
blocks
Tultconn
0.0
1425.00
0.0
1462.00
500.0
1607.00
500.0
1676.00
1000.0
1789.00
1000.0
1889.00
2000.0
2153.00
2000.0
2316.00
2500.0
2334.00
2500.0
2529.00
N/A
N/A
N/A
Service Strength Criterion @ 3/4"
Geogrid Type #1
Weight
   of
blocks
Tconn
@ 3/4"
Geogrid Type #2
Weight
   of
blocks
Tconn
@ 3/4"
Geogrid Type #3
Weight
   of
blocks
Tconn
@ 3/4"
Geogrid Type #4
Weight
   of
blocks
Tconn
@ 3/4"
Geogrid Type #5
Weight
   of
blocks
Tconn
@ 3/4"
0.0
1425.00
0.0
1462.00
500.0
1607.00
500.0
1676.00
1000.0
1789.00
1000.0
1889.00
2000.0
2153.00
2000.0
2316.00
2500.0
2334.00
2500.0
2529.00
N/A
N/A
N/A
Ultimate Strength Criterion
Service Strength Criterion
Weight
  of
blocks
Vu
Weight
  of
blocks
Vu'
0.0
260.00
0.0
215.00
100.0
637.00
100.0
427.00
500.0
1014.00
500.0
639.00
2000.0
1767.00
2000.0
1064.00
2500.0
2144.00
2500.0
1276.00
(1) (2) (3) (4) (5)
Weight of blocks, Tultconn., Tconn@3/4", Vu and Vu' are in [lb/ft]
D  A  T  A  (for connection only)
Type #1
Type #2
Type #3
Type #4
Type #5
Product Name
TPG45D
TPG60D
N/A
N/A
N/A
Connection strength reduction factor, RFd
1.00
1.00
N/A
N/A
N/A
Creep reduction factor, RFc
1.00
1.00
N/A
N/A
N/A
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 11:26:47 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 5 Case 5.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
INPUT DATA:  Geometry and Surcharge loads  (of a SIMPLE STRUCTURE)
Design height, Hd
10.67
[ft]
{ Embedded depth is E = 0.00 ft, and height above top of finished
bottom grade is H = 10.67 ft }
Soil in front of wall is Horizontal.
Batter, w
0.5
[deg]
Backslope,
b
28.0
[deg]
Backslope rise
30.0
[ft]
Broken back equivalent angle, I = 28.00°
U N I F O R M   S U R C H A R G E
Uniformly distributed dead load is 0.0 [lb/ft ²]
ANALYZED REINFORCEMENT LAYOUT:
SCALE:
10 [ft]
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 11:26:47 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 5 Case 5.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
ANALYSIS: CALCULATED FACTORS (Static conditions)
Bearing capacity, Fs = 21.06, Meyerhof stress = 1905 lb/ft².
Foundation Interface: Direct sliding, Fs = 2.490, Eccentricity,   e/L = 0.0886, Fs-overturning = 3.93
G E O G R I D
C O N N E C T I O N
#
Elevation Length Type
#
Fs @ 3/4"
[service
 criterion]
Fs-peak
[failure
 criterion]
Fs-overall
[geogrid
 strength]
Geogrid
strength
   Fs
Pullout
resistance
   Fs
Direct
sliding
   Fs
Eccentricity
   e/L
Product
name
[ft]
[ft]
1.33
10.00
1.50
1.50
1.68
1.680
11.419
2.345
0.0648
TPG45D
2.66
10.00
2.56
2.56
2.93
2.929
15.489
2.559
0.0417
TPG45D
4.00
10.00
2.88
2.88
3.38
3.381
13.331
2.816
0.0188
TPG45D
5.33
10.00
3.34
3.34
4.01
4.010
11.146
3.103
-0.0043
TPG45D
6.66
10.00
3.98
3.98
4.88
4.884
8.727
3.447
-0.0290
TPG45D
8.00
10.00
4.99
4.99
6.28
6.283
6.046
3.866
-0.0582
TPG45D
9.33
10.00
5.06
5.06
6.52
6.522
2.053
4.360
-0.0984
TPG45D
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 11:26:47 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 5 Case 5.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
BEARING CAPACITY for GIVEN LAYOUT
SCALE:
10 [ft]
STATIC
SEISMIC
UNITS
(Water table does not affect bearing capacity)
Ultimate bearing capacity, q-ult
N/A
[lb/ft ²]
Meyerhof stress,
sV
1904.7
N/A
[lb/ft ²]
Eccentricity,  e
0.89
N/A
[ft]
Eccentricity,  e/L
0.089
N/A
Fs calculated
21.06
N/A
Base length
10.00
N/A
[ft]
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 11:26:47 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 5 Case 5.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
DIRECT SLIDING for GIVEN LAYOUT      (for GEOGRID reinforcements)
Along reinforced and foundation soils interface:  Fs-static = 2.490
  #
Geogrid
Elevation
   [ft]
Geogrid
Length
   [ft]
  Fs
Static
  Fs
Seismic
Geogrid
Type  #
Product name
1.33
10.00
2.345
N/A
TPG45D
2.66
10.00
2.559
N/A
TPG45D
4.00
10.00
2.816
N/A
TPG45D
5.33
10.00
3.103
N/A
TPG45D
6.66
10.00
3.447
N/A
TPG45D
8.00
10.00
3.866
N/A
TPG45D
9.33
10.00
4.360
N/A
TPG45D
ECCENTRICITY for GIVEN LAYOUT
At interface with foundation:  e/L static = 0.0886; Overturning: Fs-static = 3.93
  #
Geogrid
Elevation
   [ft]
Geogrid
Length
   [ft]
 e / L
Static
 e / L
Seismic
Geogrid
Type  #
Product name
1.33
10.00
0.0648
N/A
TPG45D
2.66
10.00
0.0417
N/A
TPG45D
4.00
10.00
0.0188
N/A
TPG45D
5.33
10.00
-0.0043
N/A
TPG45D
6.66
10.00
-0.0290
N/A
TPG45D
8.00
10.00
-0.0582
N/A
TPG45D
9.33
10.00
-0.0984
N/A
TPG45D
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 11:26:47 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 5 Case 5.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
RESULTS for STRENGTH
Live Load included in calculating Tmax
  #
Geogrid
Elevation
   [ft]
 
LTDS 
[lb/ft]
  Tmax
[lb/ft]
Tmd
[lb/ft]
Specified
minimum
Fs-overall
Static
Actual
calculated
Fs-overall
Static
Specified
minimum
Fs-overall
seismic
Actual
calculated
Fs-overall
seismic
Product
  name
1.33
1884.7
1121.8
N/A
N/A
1.680
N/A
N/A
TPG45D
2.66
1884.7
643.5
N/A
N/A
2.929
N/A
N/A
TPG45D
4.00
1884.7
557.5
N/A
N/A
3.381
N/A
N/A
TPG45D
5.33
1884.7
469.9
N/A
N/A
4.010
N/A
N/A
TPG45D
6.66
1884.7
385.9
N/A
N/A
4.884
N/A
N/A
TPG45D
8.00
1884.7
299.9
N/A
N/A
6.283
N/A
N/A
TPG45D
9.33
1884.7
289.0
N/A
N/A
6.522
N/A
N/A
TPG45D
RESULTS for PULLOUT
Live Load included in calculating Tmax
  #
Geogrid
Elevation
[ft]
Coverage
Ratio
Tmax
[lb/ft]
Tmd
[lb/ft]
Le
[ft]
La
[ft]
Avail.Static
Pullout, Pr
[lb/ft]
Specified
Static
Fs
Actual
Static
Fs
Avail.Seism.
Pullout, Pr
[lb/ft]
Specified
seismic
Fs
Actual
seismic
Fs
1.33
1.000
1121.8
N/A
7.89
1.19
12810.2
N/A
N/A
11.419
N/A
N/A
2.66
1.000
643.5
N/A
6.70
2.38
9966.3
N/A
N/A
15.489
N/A
N/A
4.00
1.000
557.5
N/A
5.51
3.58
7432.1
N/A
N/A
13.331
N/A
N/A
5.33
1.000
469.9
N/A
4.32
4.77
5238.0
N/A
N/A
11.146
N/A
N/A
6.66
1.000
385.9
N/A
3.13
5.96
3367.9
N/A
N/A
8.727
N/A
N/A
8.00
1.000
299.9
N/A
1.93
7.15
1813.5
N/A
N/A
6.046
N/A
N/A
9.33
1.000
289.0
N/A
0.74
8.34
593.1
N/A
N/A
2.053
N/A
N/A
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 11:26:47 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 5 Case 5.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
RESULTS for CONNECTION (static conditions)
Live Load included in calculating Tmax
  #
Geogrid
Elevation
   [ft]
Connection
force, To
  [lb/ft]
       FS - Bulging
Peak
Deformation
Available
connection
strength,
Tcl-failure
criterion
  [lb/ft]
Available
connection
strength,
Tcs-service
criterion
  [lb/ft]
Available
Geogrid
strength,
Tavailable
  [lb/ft]
Fs-overall
connection
peak
Specified   Actual
Fs-overall
connection
service
Specified   Actual
Fs-overall
Geogrid
strength
Specified   Actual
Product
name
1.33
0.00
0.00
N/A
1.50
N/A
1.50
N/A
1.68
TPG45D
2.66
0.00
0.00
N/A
2.56
N/A
2.56
N/A
2.93
TPG45D
4.00
0.00
0.00
N/A
2.88
N/A
2.88
N/A
3.38
TPG45D
5.33
0.00
0.00
N/A
3.34
N/A
3.34
N/A
4.01
TPG45D
6.66
0.00
0.00
N/A
3.98
N/A
3.98
N/A
4.88
TPG45D
8.00
0.00
0.00
N/A
4.99
N/A
4.99
N/A
6.28
TPG45D
9.33
5.93
3.98
N/A
5.06
N/A
5.06
N/A
6.52
TPG45D
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 10:57:39 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 6 Case 6.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
NCMA  DESIGN  METHOD
MSEW+:  Update # 2024.01
PROJECT IDENTIFICATION
Title:
Proposed Riverside Apartments
Project Number:
Client:
Croton Riverside LLC
Designer:
R. Johnson
Station Number:
Wall 6 STA 1+22
Description:
Case 6; Design height = 14.0 ft.; Horizontal backslope; 100 psf
maintenance live load
Company's information:
Name: Submatrix LLC
Street: 303 Perimeter Center North
Suite 300
Atlanta, GA  30346
Telephone #:
(770) 557-5015
Fax #:
E-Mail:
robert@submatrix.co
File path and name:
C:\Users\rjohn\OneDrive\Documents\_Submatrix\Projects\P.....
.....4\Wall 6 Case 6.BENp
Original date and time of creating this file:
April 2015
PROGRAM MODE:
ANALYSIS
of a SIMPLE STRUCTURE
using GEOGRID as reinforcing material.
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 10:57:39 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 6 Case 6.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
SOIL DATA
REINFORCED SOIL
Unit weight, g
125.0 lb/ft ³
Design value of internal angle of friction,
f
34.0 °
RETAINED SOIL
Unit weight, g
125.0 lb/ft ³
Design value of internal angle of friction,
f
38.0 °
FOUNDATION SOIL (Considered as an equivalent uniform soil)
Equivalent unit weight, g equiv.
125.0 lb/ft ³
Equivalent internal angle of friction,
fequiv.
38.0 °
Equivalent cohesion,  c equiv.
0.0 lb/ft ²
Water table does not affect bearing capacity
LATERAL EARTH PRESSURE COEFFICIENTS
Ka (internal stability) = 0.2511
Inclination of internal slip plane,     = 58.19°.
y
Ka (external stability) = 0.2178
BEARING CAPACITY
Bearing capacity is controlled by general shear.
Bearing capacity factors (calculated by MSEW):  Nc = 61.35
N   = 78.02
g
SEISMICITY
Not Applicable
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 10:57:39 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 6 Case 6.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
INPUT DATA:  Geogrids
(Analysis)
D  A  T  A
Geogrid
type #1
Geogrid
type #2
Geogrid
type #3
Geogrid
type #4
Geogrid
type #5
Tult  [lb/ft]
3600.0
Durability reduction factor, RFd
1.15
Installation-damage reduction factor, RFid
1.10
Creep reduction factor, RFc
1.51
Fs-overall for strength
N/A
Coverage ratio, Rc
1.000
5000.0
1.15
1.10
1.51
N/A
1.000
0.80
0.80
N/A
N/A
N/A
N/A
N/A
N/A
Cds = tan(ro) / tan(Phi.reinforced)
0.80
Ci
0.80
Variation of Lateral Earth Pressure Coefficient With Depth
Z
K / Ka
   0 ft
1.00
 3.3 ft
1.00
 6.6 ft
1.00
 9.8 ft
1.00
13.1 ft
1.00
16.4 ft
1.00
19.7 ft
1.00
 6.6
 9.8
16.4
26.2
32.8
Z [ft]
0.0
1.0
2.0
3.0
K / Ka
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 10:57:39 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 6 Case 6.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
INPUT DATA:  Facia and Connection  (according to revised Demo 82)
(Analysis)
FACIA type:   Facing enabling frictional connection of reinforcement (e.g., modular concrete blocks, gabions)
Depth/height of block is 0.92/0.67 ft.  Horizontal distance to Center of Gravity of block is: 0.41 ft.
Average unit weight of block is:
  = 82.00 lb/ft ³
g f
Z / Hd
           To-static / Tmax
Top of wall
0.00
0.25
0.50
0.75
1.00
Z / Hd
1.00
0.90
0.80
0.70
0.60
0.50
To-static / Tmax
0.00
1.00
0.25
1.00
0.50
1.00
0.75
1.00
1.00
1.00
Peak Strength Criterion
Geogrid Type #1
Weight
   of
blocks
Tultconn
(1)
(2)
(3)
(4)
(5)
Geogrid Type #2
Weight
   of
blocks
Tultconn
Geogrid Type #3
Weight
   of
blocks
Tultconn
Geogrid Type #4
Weight
   of
blocks
Tultconn
Geogrid Type #5
Weight
   of
blocks
Tultconn
0.0
1425.00
0.0
1462.00
500.0
1607.00
500.0
1676.00
1000.0
1789.00
1000.0
1889.00
2000.0
2153.00
2000.0
2316.00
2500.0
2334.00
2500.0
2529.00
N/A
N/A
N/A
Service Strength Criterion @ 3/4"
Geogrid Type #1
Weight
   of
blocks
Tconn
@ 3/4"
Geogrid Type #2
Weight
   of
blocks
Tconn
@ 3/4"
Geogrid Type #3
Weight
   of
blocks
Tconn
@ 3/4"
Geogrid Type #4
Weight
   of
blocks
Tconn
@ 3/4"
Geogrid Type #5
Weight
   of
blocks
Tconn
@ 3/4"
0.0
1425.00
0.0
1462.00
500.0
1607.00
500.0
1676.00
1000.0
1789.00
1000.0
1889.00
2000.0
2153.00
2000.0
2316.00
2500.0
2334.00
2500.0
2529.00
N/A
N/A
N/A
Ultimate Strength Criterion
Service Strength Criterion
Weight
  of
blocks
Vu
Weight
  of
blocks
Vu'
0.0
260.00
0.0
215.00
100.0
637.00
100.0
427.00
500.0
1014.00
500.0
639.00
2000.0
1767.00
2000.0
1064.00
2500.0
2144.00
2500.0
1276.00
(1) (2) (3) (4) (5)
Weight of blocks, Tultconn., Tconn@3/4", Vu and Vu' are in [lb/ft]
D  A  T  A  (for connection only)
Type #1
Type #2
Type #3
Type #4
Type #5
Product Name
TPG45D
TPG60D
N/A
N/A
N/A
Connection strength reduction factor, RFd
1.00
1.00
N/A
N/A
N/A
Creep reduction factor, RFc
1.00
1.00
N/A
N/A
N/A
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 10:57:39 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 6 Case 6.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
INPUT DATA:  Geometry and Surcharge loads  (of a SIMPLE STRUCTURE)
Design height, Hd
14.00
[ft]
{ Embedded depth is E = 0.00 ft, and height above top of finished
bottom grade is H = 14.00 ft }
Soil in front of wall is Horizontal.
Batter, w
0.5
[deg]
Backslope,
b
0.0
[deg]
Backslope rise
0.0
[ft]
Broken back equivalent angle, I = 0.00°
U N I F O R M   S U R C H A R G E
Uniformly distributed dead load is 0.0 [lb/ft ²], and live load is 100.0 [lb/ft ²]
ANALYZED REINFORCEMENT LAYOUT:
SCALE:
10 [ft]
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 10:57:39 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 6 Case 6.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
ANALYSIS: CALCULATED FACTORS (Static conditions)
Bearing capacity, Fs = 32.06, Meyerhof stress = 1887 lb/ft².
Foundation Interface: Direct sliding, Fs = 6.043, Eccentricity,   e/L = 0.0265, Fs-overturning = 12.24
G E O G R I D
C O N N E C T I O N
#
Elevation Length Type
#
Fs @ 3/4"
[service
 criterion]
Fs-peak
[failure
 criterion]
Fs-overall
[geogrid
 strength]
Geogrid
strength
   Fs
Pullout
resistance
   Fs
Direct
sliding
   Fs
Eccentricity
   e/L
Product
name
[ft]
[ft]
0.67
13.00
3.26
3.26
3.44
3.438
38.288
5.373
0.0231
TPG45D
2.00
13.00
3.53
3.53
3.80
3.797
35.396
5.939
0.0167
TPG45D
3.34
13.00
3.86
3.86
4.24
4.239
32.459
6.646
0.0110
TPG45D
4.67
13.00
4.29
4.29
4.81
4.814
29.651
7.537
0.0059
TPG45D
6.00
13.00
4.82
4.82
5.52
5.523
26.578
8.706
0.0016
TPG45D
7.34
13.00
5.55
5.55
6.51
6.511
23.546
10.323
-0.0022
TPG45D
8.67
13.00
6.63
6.63
7.96
7.956
20.556
12.563
-0.0053
TPG45D
10.00
13.00
8.25
8.25
10.13
10.127
17.265
16.080
-0.0077
TPG45D
11.34
13.00
11.15
11.15
14.03
14.032
13.722
22.552
-0.0096
TPG45D
12.67
13.00
14.03
14.03
18.09
18.088
7.443
38.925
-0.0107
TPG45D
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 10:57:39 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 6 Case 6.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
BEARING CAPACITY for GIVEN LAYOUT
SCALE:
10 [ft]
STATIC
SEISMIC
UNITS
(Water table does not affect bearing capacity)
Ultimate bearing capacity, q-ult
N/A
[lb/ft ²]
Meyerhof stress,
sV
1886.9
N/A
[lb/ft ²]
Eccentricity,  e
0.30
N/A
[ft]
Eccentricity,  e/L
0.023
N/A
Fs calculated
32.06
N/A
Base length
13.00
N/A
[ft]
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 10:57:39 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 6 Case 6.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
DIRECT SLIDING for GIVEN LAYOUT      (for GEOGRID reinforcements)
Along reinforced and foundation soils interface:  Fs-static = 6.043
  #
Geogrid
Elevation
   [ft]
Geogrid
Length
   [ft]
  Fs
Static
  Fs
Seismic
Geogrid
Type  #
Product name
0.67
13.00
5.373
N/A
TPG45D
2.00
13.00
5.939
N/A
TPG45D
3.34
13.00
6.646
N/A
TPG45D
4.67
13.00
7.537
N/A
TPG45D
6.00
13.00
8.706
N/A
TPG45D
7.34
13.00
10.323
N/A
TPG45D
8.67
13.00
12.563
N/A
TPG45D
10.00
13.00
16.080
N/A
TPG45D
11.34
13.00
22.552
N/A
TPG45D
12.67
13.00
38.925
N/A
TPG45D
ECCENTRICITY for GIVEN LAYOUT
At interface with foundation:  e/L static = 0.0265; Overturning: Fs-static = 12.24
  #
Geogrid
Elevation
   [ft]
Geogrid
Length
   [ft]
 e / L
Static
 e / L
Seismic
Geogrid
Type  #
Product name
0.67
13.00
0.0231
N/A
TPG45D
2.00
13.00
0.0167
N/A
TPG45D
3.34
13.00
0.0110
N/A
TPG45D
4.67
13.00
0.0059
N/A
TPG45D
6.00
13.00
0.0016
N/A
TPG45D
7.34
13.00
-0.0022
N/A
TPG45D
8.67
13.00
-0.0053
N/A
TPG45D
10.00
13.00
-0.0077
N/A
TPG45D
11.34
13.00
-0.0096
N/A
TPG45D
12.67
13.00
-0.0107
N/A
TPG45D
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 10:57:39 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 6 Case 6.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
RESULTS for STRENGTH
Live Load included in calculating Tmax
  #
Geogrid
Elevation
   [ft]
 
LTDS 
[lb/ft]
  Tmax
[lb/ft]
Tmd
[lb/ft]
Specified
minimum
Fs-overall
Static
Actual
calculated
Fs-overall
Static
Specified
minimum
Fs-overall
seismic
Actual
calculated
Fs-overall
seismic
Product
  name
0.67
1884.7
548.2
N/A
N/A
3.438
N/A
N/A
TPG45D
2.00
1884.7
496.4
N/A
N/A
3.797
N/A
N/A
TPG45D
3.34
1884.7
444.6
N/A
N/A
4.239
N/A
N/A
TPG45D
4.67
1884.7
391.5
N/A
N/A
4.814
N/A
N/A
TPG45D
6.00
1884.7
341.3
N/A
N/A
5.523
N/A
N/A
TPG45D
7.34
1884.7
289.5
N/A
N/A
6.511
N/A
N/A
TPG45D
8.67
1884.7
236.9
N/A
N/A
7.956
N/A
N/A
TPG45D
10.00
1884.7
186.1
N/A
N/A
10.127
N/A
N/A
TPG45D
11.34
1884.7
134.3
N/A
N/A
14.032
N/A
N/A
TPG45D
12.67
1884.7
104.2
N/A
N/A
18.088
N/A
N/A
TPG45D
RESULTS for PULLOUT
Live Load included in calculating Tmax
NOTE: Live load is not included in calculating the overburden pressure used to assess pullout resistance.
  #
Geogrid
Elevation
[ft]
Coverage
Ratio
Tmax
[lb/ft]
Tmd
[lb/ft]
Le
[ft]
(see NOTE)
La
[ft]
Avail.Static
Pullout, Pr
[lb/ft]
Specified
Static
Fs
Actual
Static
Fs
Avail.Seism.
Pullout, Pr
[lb/ft]
Specified
seismic
Fs
Actual
seismic
Fs
0.67
1.000
548.2
N/A
11.67
0.41
20989.9
N/A
N/A
38.288
N/A
N/A
2.00
1.000
496.4
N/A
10.86
1.23
17571.3
N/A
N/A
35.396
N/A
N/A
3.34
1.000
444.6
N/A
10.04
2.05
14432.6
N/A
N/A
32.459
N/A
N/A
4.67
1.000
391.5
N/A
9.22
2.86
11607.7
N/A
N/A
29.651
N/A
N/A
6.00
1.000
341.3
N/A
8.41
3.68
9070.1
N/A
N/A
26.578
N/A
N/A
7.34
1.000
289.5
N/A
7.59
4.50
6815.8
N/A
N/A
23.546
N/A
N/A
8.67
1.000
236.9
N/A
6.77
5.31
4869.6
N/A
N/A
20.556
N/A
N/A
10.00
1.000
186.1
N/A
5.96
6.13
3213.0
N/A
N/A
17.265
N/A
N/A
11.34
1.000
134.3
N/A
5.14
6.95
1843.1
N/A
N/A
13.722
N/A
N/A
12.67
1.000
104.2
N/A
4.32
7.76
775.5
N/A
N/A
7.443
N/A
N/A
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 

Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
MSEW -- Mechanically Stabilized Earth Walls
Proposed Riverside Apartments
Present Date/Time:  Tue Apr 15 10:57:39 2025
C:\.....umbo\240905 Riverside Apartments (RMA Development)\Design\Walls 2 and 4\Wall 6 Case 6.BENp
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
RESULTS for CONNECTION (static conditions)
Live Load included in calculating Tmax
  #
Geogrid
Elevation
   [ft]
Connection
force, To
  [lb/ft]
       FS - Bulging
Peak
Deformation
Available
connection
strength,
Tcl-failure
criterion
  [lb/ft]
Available
connection
strength,
Tcs-service
criterion
  [lb/ft]
Available
Geogrid
strength,
Tavailable
  [lb/ft]
Fs-overall
connection
peak
Specified   Actual
Fs-overall
connection
service
Specified   Actual
Fs-overall
Geogrid
strength
Specified   Actual
Product
name
0.67
4.75
2.93
N/A
3.26
N/A
3.26
N/A
3.44
TPG45D
2.00
5.01
3.10
N/A
3.53
N/A
3.53
N/A
3.80
TPG45D
3.34
5.42
3.37
N/A
3.86
N/A
3.86
N/A
4.24
TPG45D
4.67
5.89
3.68
N/A
4.29
N/A
4.29
N/A
4.81
TPG45D
6.00
6.46
4.05
N/A
4.82
N/A
4.82
N/A
5.52
TPG45D
7.34
7.36
4.64
N/A
5.55
N/A
5.55
N/A
6.51
TPG45D
8.67
8.22
5.23
N/A
6.63
N/A
6.63
N/A
7.96
TPG45D
10.00
9.50
6.14
N/A
8.25
N/A
8.25
N/A
10.13
TPG45D
11.34
12.10
7.94
N/A
11.15
N/A
11.15
N/A
14.03
TPG45D
12.67
11.25
7.54
N/A
14.03
N/A
14.03
N/A
18.09
TPG45D
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ 
Proposed Riverside Apartments
Copyright © 1998-2024 ADAMA Engineering, Inc.
License number  MSEW-401509
Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+ Version MSEW+
Machine-extracted for search and reference — the original PDF is the authoritative version.