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CUP 2021-0014; VETERANS MEMORIAL PARK; ALLAN BLOCK RETAINING WALL STRUCTURAL CALCULATIONS FOR VETERANS MEMORIAL PARK; 2024-05-07
Allan Block Retaining Wall Structural Calculations for Carlsbad Veterans Memorial Park Carlsbad, California May 7, 2024 Job No. 23-019 Prepared by: Matthew M. Merritt, P.E M3 Civil Engineering, Inc. PO Box 923 Oceanside, CA 92049 Prepared for: RJM Design Group 31591 Camino Capistrano San Juan Capistrano, California 92675 PO Box 923 Oceanside, CA 92049 760-802-1772 – matt@m3ce.com May 7, 2024 Job No. 23-019 RJM Design Group 31591 Camino Capistrano San Juan Capistrano, California 92675 Attention: Mr. Eric Chastain Subject: Allan Block Retaining Wall Structural Calculations Carlsbad Veterans Memorial Park Carlsbad, California Please find enclosed the structural wall calculations for the Carlsbad Veterans Memorial Park Allan Block retaining walls. Please contact the undersigned with any questions. Sincerely, M3 Civil Engineering, Inc. Matthew M. Merritt, P.E. President f/;!tt1M Design Criteria The geogrid reinforced retaining walls were designed using the MSEW design software developed by Adama Engineering, Inc. in accordance with Federal Highway Administration design methodology. Applicable Building Code All design and construction shall conform to the 2022 California Building Code. Soil Design Parameters 2:1 slope backfill (Walls D, F, H, J, L1, L2, M1, M2, N, O, R, S1, S2, T1, T2, U, Basin E, Basin G1, Basin H) Reinforced soil (import): phi = 30 degrees C= 0 psf gamma = 125 pcf Retained soil (import): phi = 30 degrees C= 0 psf gamma = 125 pcf Foundation soil (site): phi = 26 degrees C= 0 psf gamma = 139 pcf Level backfill (Walls E, I, K1, K2, P, Q, V, Basin A, Basin G2) Reinforced soil (import): phi = 30 degrees C= 0 psf gamma = 125 pcf Retained soil (site): phi = 26 degrees C= 0 psf gamma = 139 pcf Foundation soil (site): phi = 26 degrees C= 0 psf gamma = 139 pcf Design Peak Ground Acceleration: 0.35 G (2/3*PGAm per 2022 CBC and ASCE 7-22) Loading 2:1 slope backfill Level backfill with 250 psf live load surcharge Tier wall surcharge Reference Southern California Geotechnical, Inc., Updated Retaining Wall Design Recommendations, dated January 16, 2023. 2:1 SLOPE BACKFILL Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:23 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=4.12', 2:1 SLOPE, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........tions\SLOPE H=4'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:23 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.5378 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Note: specified A combined with I and produced a square root of -0.08 in M-O equ.MSEW set this square root to ZERO so that the Kae could be calculated. Be aware that the end results arelikely erroneous and ARE PROVIDED FOR INFORMATION ONLY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.9608 Kae ( Kh = 0 ) = 0.4520 Kae = 0.5088Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:23 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:23 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:23 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 4.12 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 3.12 ft }Batter,6.0 [deg] Backslope,26.6 [deg]Backslope rise 25.0 [ft]Broken back equivalent angle, I = 26.60° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:23 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 6.46, Meyerhof stress = 794 lb/ft². Foundation Interface: Direct sliding, Fs = 1.587, Eccentricity, e/L = -0.0100, Fs-overturning = 5.32 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 6.00 2 3.98 9.53 9.533 10.135 1.994 -0.0255 Mirafi 5XT22.55 6.00 2 4.66 12.27 12.272 7.417 2.409 -0.0774 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 4.98, Meyerhof stress = 922 lb/ft².Foundation Interface: Direct sliding, Fs = 1.151, Eccentricity, e/L = 0.0530, Fs-overturning = 3.58 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.64 6.00 2 2.85 7.02 7.019 5.337 1.499 0.0209 Mirafi 5XT 2 2.55 6.00 2 3.34 8.84 8.841 3.797 2.118 -0.0666 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:23 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 5124 4593 [lb/ft ²]Meyerhof stress,V 793.7 922 [lb/ft ²] Eccentricity, e -0.06 0.36 [ft]Eccentricity, e/L -0.010 0.061Fs calculated 6.46 4.98 Base length 6.00 6.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:23 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.587 and Fs-seismic = 1.151 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 6.00 1.994 1.499 2 Mirafi 5XT22.55 6.00 2.409 2.118 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = -0.0100, e/L seismic = 0.0530; Overturning: Fs-static = 5.32, Fs-seismic = 3.58 #Geogrid Elevation [ft] Geogrid Length [ft] e / L Static e / L Seismic Geogrid Type #Product name 1 0.64 6.00 -0.0255 0.0209 2 Mirafi 5XT 2 2.55 6.00 -0.0774 -0.0666 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:23 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 268.80 139.57 N/A 9.533 N/A 7.019 Mirafi 5XT22.55 2562 208.80 117.48 N/A 12.272 N/A 8.841 Mirafi 5XT 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 StaticFs Actual StaticFs Avail.Seism. Pullout, Pr[lb/ft] Specified SeismicFs Actual SeismicFs 1 0.64 1.000 268.8 139.6 5.70 0.30 2724.2 2179.3N/A 10.135 N/A 5.337 2 2.55 1.000 208.8 117.5 4.80 1.20 1548.7 1238.9N/A 7.417 N/A 3.797 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:23 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 269 1.00 0.23 1071 2562 N/A 3.98 N/A 9.53 Mirafi 5XT 2 2.55 209 1.00 0.21 973 2562 N/A 4.66 N/A 12.27 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 408 1.00 0.18 857 2562 N/A 2.85 N/A 7.02 Mirafi 5XT 2 2.55 326 1.00 0.17 779 2562 N/A 3.34 N/A 8.84 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:39 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=6.03', 2:1 SLOPE, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........tions\SLOPE H=6'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:39 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.5378 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Note: specified A combined with I and produced a square root of -0.08 in M-O equ.MSEW set this square root to ZERO so that the Kae could be calculated. Be aware that the end results arelikely erroneous and ARE PROVIDED FOR INFORMATION ONLY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.9608 Kae ( Kh = 0 ) = 0.4520 Kae = 0.5088Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:39 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:39 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:39 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 6.03 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 5.03 ft }Batter,6.0 [deg] Backslope,26.6 [deg]Backslope rise 25.0 [ft]Broken back equivalent angle, I = 26.60° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:39 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 6.51, Meyerhof stress = 1174 lb/ft². Foundation Interface: Direct sliding, Fs = 1.602, Eccentricity, e/L = -0.0124, Fs-overturning = 5.45 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 9.00 2 2.80 6.13 6.130 15.110 1.973 -0.0227 Mirafi 5XT22.55 9.00 2 2.97 7.10 7.097 12.401 2.235 -0.0548 Mirafi 5XT34.46 9.00 2 3.99 10.50 10.501 11.833 2.531 -0.0973 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 5.20, Meyerhof stress = 1340 lb/ft². Foundation Interface: Direct sliding, Fs = 1.167, Eccentricity, e/L = 0.0478, Fs-overturning = 3.70 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 9.00 2 1.99 4.58 4.582 8.113 1.473 0.0264 Mirafi 5XT22.55 9.00 2 2.13 5.25 5.255 6.577 1.832 -0.0327 Mirafi 5XT34.46 9.00 2 2.80 7.20 7.199 5.685 2.348 -0.0922 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:39 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 7648 6971 [lb/ft ²]Meyerhof stress,V 1174.5 1340 [lb/ft ²] Eccentricity, e -0.11 0.50 [ft]Eccentricity, e/L -0.012 0.056Fs calculated 6.51 5.20 Base length 9.00 9.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:39 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.602 and Fs-seismic = 1.167 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 9.00 1.973 1.473 2 Mirafi 5XT22.55 9.00 2.235 1.832 2 Mirafi 5XT 3 4.46 9.00 2.531 2.348 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = -0.0124, e/L seismic = 0.0478; Overturning: Fs-static = 5.45, Fs-seismic = 3.70 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.64 9.00 -0.0227 0.0264 2 Mirafi 5XT22.55 9.00 -0.0548 -0.0327 2 Mirafi 5XT34.46 9.00 -0.0973 -0.0922 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:39 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 417.98 204.78 N/A 6.130 N/A 4.582 Mirafi 5XT22.55 2562 361.06 183.54 N/A 7.097 N/A 5.255 Mirafi 5XT 3 4.46 2562 244.02 162.31 N/A 10.501 N/A 7.199 Mirafi 5XT RESULTS for PULLOUT Live Load included in calculating Tmax #GeogridElevation[ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft]La[ft]Avail.StaticPullout, Pr[lb/ft] SpecifiedStaticFs ActualStaticFs Avail.Seism.Pullout, Pr[lb/ft] SpecifiedSeismicFs ActualSeismicFs 1 0.64 1.000 418.0 204.8 8.70 0.30 6315.5 5052.4N/A 15.110 N/A 8.11322.55 1.000 361.1 183.5 7.80 1.20 4477.4 3581.9N/A 12.401 N/A 6.57734.46 1.000 244.0 162.3 6.89 2.11 2887.5 2310.0N/A 11.833 N/A 5.685 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:39 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 418 1.00 0.25 1169 2562 N/A 2.80 N/A 6.13 Mirafi 5XT 2 2.55 361 1.00 0.23 1071 2562 N/A 2.97 N/A 7.10 Mirafi 5XT34.46 244 1.00 0.21 973 2562 N/A 3.99 N/A 10.50 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ****** Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 623 1.00 0.20 935 2562 N/A 1.99 N/A 4.58 Mirafi 5XT22.55 545 1.00 0.18 857 2562 N/A 2.13 N/A 5.25 Mirafi 5XT34.46 406 1.00 0.17 779 2562 N/A 2.80 N/A 7.20 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Thu Jun 27 12:02:34 2024 C:\.....nts\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6-7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=6.7', 2:1 SLOPE, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........ons\SLOPE H=6-7'.BEN Original date and time of creating this file:6/26/2024 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Thu Jun 27 12:02:34 2024 C:\.....nts\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6-7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.5378 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Note: specified A combined with I and produced a square root of -0.08 in M-O equ.MSEW set this square root to ZERO so that the Kae could be calculated. Be aware that the end results arelikely erroneous and ARE PROVIDED FOR INFORMATION ONLY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.9608 Kae ( Kh = 0 ) = 0.4520 Kae = 0.5088Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Thu Jun 27 12:02:34 2024 C:\.....nts\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6-7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Thu Jun 27 12:02:34 2024 C:\.....nts\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6-7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Thu Jun 27 12:02:34 2024 C:\.....nts\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6-7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 6.70 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 5.70 ft }Batter,6.0 [deg] Backslope,26.6 [deg]Backslope rise 25.0 [ft]Broken back equivalent angle, I = 26.60° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 -----~1 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Thu Jun 27 12:02:34 2024 C:\.....nts\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6-7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 6.51, Meyerhof stress = 1305 lb/ft². Foundation Interface: Direct sliding, Fs = 1.602, Eccentricity, e/L = -0.0124, Fs-overturning = 5.45 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 10.00 2 2.56 5.45 5.448 16.730 1.965 -0.0217 Mirafi 5XT22.55 10.00 2 2.61 6.05 6.047 13.722 2.197 -0.0503 Mirafi 5XT34.46 10.00 2 5.08 12.92 12.925 20.138 2.462 -0.0854 Mirafi 5XT 4 5.10 10.00 2 5.71 15.01 15.007 20.166 2.550 -0.1012 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 5.20, Meyerhof stress = 1489 lb/ft².Foundation Interface: Direct sliding, Fs = 1.167, Eccentricity, e/L = 0.0478, Fs-overturning = 3.70 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall [connectionstrength] Fs-overall [geogridstrength] Geogrid strength Fs Pullout resistance Fs Direct sliding Fs Eccentricity e/L Product name[ft][ft] 1 0.64 10.00 2 1.85 4.24 4.242 9.475 1.463 0.0285 Mirafi 5XT22.55 10.00 2 1.90 4.70 4.701 7.756 1.775 -0.0251 Mirafi 5XT 3 4.46 10.00 2 3.47 8.34 8.342 8.967 2.216 -0.0773 Mirafi 5XT45.10 10.00 2 3.86 9.30 9.301 8.538 2.387 -0.0968 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Thu Jun 27 12:02:34 2024 C:\.....nts\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6-7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 8498 7746 [lb/ft ²]Meyerhof stress,V 1305.0 1489 [lb/ft ²] Eccentricity, e -0.12 0.56 [ft]Eccentricity, e/L -0.012 0.056Fs calculated 6.51 5.20 Base length 10.00 10.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ....----......-,_--, Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Thu Jun 27 12:02:34 2024 C:\.....nts\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6-7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.602 and Fs-seismic = 1.167 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 10.00 1.965 1.463 2 Mirafi 5XT22.55 10.00 2.197 1.775 2 Mirafi 5XT 3 4.46 10.00 2.462 2.216 2 Mirafi 5XT45.10 10.00 2.550 2.387 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = -0.0124, e/L seismic = 0.0478; Overturning: Fs-static = 5.45, Fs-seismic = 3.70 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.64 10.00 -0.0217 0.0285 2 Mirafi 5XT22.55 10.00 -0.0503 -0.0251 2 Mirafi 5XT 3 4.46 10.00 -0.0854 -0.0773 2 Mirafi 5XT45.10 10.00 -0.1012 -0.0968 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Thu Jun 27 12:02:34 2024 C:\.....nts\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6-7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 470.31 194.02 N/A 5.448 N/A 4.242 Mirafi 5XT22.55 2562 423.72 175.97 N/A 6.047 N/A 4.701 Mirafi 5XT 3 4.46 2562 198.25 157.92 N/A 12.925 N/A 8.342 Mirafi 5XT45.10 2562 170.74 151.88 N/A 15.007 N/A 9.301 Mirafi 5XT RESULTS for PULLOUT Live Load included in calculating Tmax #GeogridElevation [ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft]La[ft]Avail.StaticPullout, Pr [lb/ft] SpecifiedStatic Fs ActualStatic Fs Avail.Seism.Pullout, Pr [lb/ft] SpecifiedSeismic Fs ActualSeismic Fs 1 0.64 1.000 470.3 194.0 9.70 0.30 7868.5 6294.8N/A 16.730 N/A 9.47522.55 1.000 423.7 176.0 8.80 1.20 5814.2 4651.4N/A 13.722 N/A 7.756 3 4.46 1.000 198.3 157.9 7.89 2.11 3992.4 3193.9N/A 20.138 N/A 8.96745.10 1.000 170.7 151.9 7.59 2.41 3443.3 2754.6N/A 20.166 N/A 8.538 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Thu Jun 27 12:02:34 2024 C:\.....nts\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=6-7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 470 1.00 0.26 1203 2562 N/A 2.56 N/A 5.45 Mirafi 5XT 2 2.55 424 1.00 0.24 1105 2562 N/A 2.61 N/A 6.05 Mirafi 5XT34.46 198 1.00 0.21 1008 2562 N/A 5.08 N/A 12.92 Mirafi 5XT45.10 171 1.00 0.21 975 2562 N/A 5.71 N/A 15.01 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 664 1.00 0.20 963 2562 N/A 1.85 N/A 4.24 Mirafi 5XT22.55 600 1.00 0.19 884 2562 N/A 1.90 N/A 4.70 Mirafi 5XT 3 4.46 356 1.00 0.17 806 2562 N/A 3.47 N/A 8.34 Mirafi 5XT45.10 323 1.00 0.17 780 2562 N/A 3.86 N/A 9.30 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:54 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=7.94', 2:1 SLOPE, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........tions\SLOPE H=7'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:54 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.5378 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Note: specified A combined with I and produced a square root of -0.08 in M-O equ.MSEW set this square root to ZERO so that the Kae could be calculated. Be aware that the end results arelikely erroneous and ARE PROVIDED FOR INFORMATION ONLY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.9608 Kae ( Kh = 0 ) = 0.4520 Kae = 0.5088Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:54 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:54 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:54 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 7.94 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 6.94 ft }Batter,6.0 [deg] Backslope,26.6 [deg]Backslope rise 25.0 [ft]Broken back equivalent angle, I = 26.60° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ______ _...., Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:54 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 6.54, Meyerhof stress = 1555 lb/ft². Foundation Interface: Direct sliding, Fs = 1.609, Eccentricity, e/L = -0.0136, Fs-overturning = 5.51 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 12.00 2 2.23 4.52 4.518 20.064 1.962 -0.0214 Mirafi 5XT22.55 12.00 2 2.17 4.75 4.748 16.511 2.153 -0.0449 Mirafi 5XT34.46 12.00 2 2.76 6.61 6.609 17.102 2.369 -0.0718 Mirafi 5XT 4 6.37 12.00 2 3.49 9.18 9.176 16.572 2.587 -0.1097 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 5.32, Meyerhof stress = 1759 lb/ft².Foundation Interface: Direct sliding, Fs = 1.176, Eccentricity, e/L = 0.0453, Fs-overturning = 3.76 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall [connectionstrength] Fs-overall [geogridstrength] Geogrid strength Fs Pullout resistance Fs Direct sliding Fs Eccentricity e/L Product name[ft][ft] 1 0.64 12.00 2 1.58 3.40 3.402 10.876 1.460 0.0292 Mirafi 5XT22.55 12.00 2 1.55 3.60 3.601 9.038 1.710 -0.0158 Mirafi 5XT 3 4.46 12.00 2 1.95 4.70 4.700 8.611 2.048 -0.0587 Mirafi 5XT46.37 12.00 2 2.42 6.07 6.067 7.606 2.464 -0.1067 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:54 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 10172 9349 [lb/ft ²]Meyerhof stress,V 1555.2 1759 [lb/ft ²] Eccentricity, e -0.16 0.64 [ft]Eccentricity, e/L -0.014 0.053Fs calculated 6.54 5.32 Base length 12.00 12.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 -------=1 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:54 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.609 and Fs-seismic = 1.176 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 12.00 1.962 1.460 2 Mirafi 5XT22.55 12.00 2.153 1.710 2 Mirafi 5XT 3 4.46 12.00 2.369 2.048 2 Mirafi 5XT46.37 12.00 2.587 2.464 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = -0.0136, e/L seismic = 0.0453; Overturning: Fs-static = 5.51, Fs-seismic = 3.76 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.64 12.00 -0.0214 0.0292 2 Mirafi 5XT22.55 12.00 -0.0449 -0.0158 2 Mirafi 5XT 3 4.46 12.00 -0.0718 -0.0587 2 Mirafi 5XT46.37 12.00 -0.1097 -0.1067 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:54 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 567.16 269.89 N/A 4.518 N/A 3.402 Mirafi 5XT22.55 2562 539.70 249.08 N/A 4.748 N/A 3.601 Mirafi 5XT 3 4.46 2562 387.70 228.27 N/A 6.609 N/A 4.700 Mirafi 5XT46.37 2562 279.24 207.46 N/A 9.176 N/A 6.067 Mirafi 5XT RESULTS for PULLOUT Live Load included in calculating Tmax #GeogridElevation [ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft]La[ft]Avail.StaticPullout, Pr [lb/ft] SpecifiedStatic Fs ActualStatic Fs Avail.Seism.Pullout, Pr [lb/ft] SpecifiedSeismic Fs ActualSeismic Fs 1 0.64 1.000 567.2 269.9 11.70 0.30 11379.7 9103.7N/A 20.064 N/A 10.87622.55 1.000 539.7 249.1 10.80 1.20 8911.2 7129.0N/A 16.511 N/A 9.038 3 4.46 1.000 387.7 228.3 9.89 2.11 6630.3 5304.2N/A 17.102 N/A 8.61146.37 1.000 279.2 207.5 8.99 3.01 4627.4 3701.9N/A 16.572 N/A 7.606 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:53:54 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 567 1.00 0.27 1267 2562 N/A 2.23 N/A 4.52 Mirafi 5XT 2 2.55 540 1.00 0.25 1169 2562 N/A 2.17 N/A 4.75 Mirafi 5XT34.46 388 1.00 0.23 1071 2562 N/A 2.76 N/A 6.61 Mirafi 5XT46.37 279 1.00 0.21 973 2562 N/A 3.49 N/A 9.18 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 837 1.00 0.22 1013 2562 N/A 1.58 N/A 3.40 Mirafi 5XT22.55 789 1.00 0.20 935 2562 N/A 1.55 N/A 3.60 Mirafi 5XT 3 4.46 616 1.00 0.18 857 2562 N/A 1.95 N/A 4.70 Mirafi 5XT46.37 487 1.00 0.17 779 2562 N/A 2.42 N/A 6.07 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:10 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=9.85', 2:1 SLOPE, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........tions\SLOPE H=9'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:10 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.5378 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Note: specified A combined with I and produced a square root of -0.08 in M-O equ.MSEW set this square root to ZERO so that the Kae could be calculated. Be aware that the end results arelikely erroneous and ARE PROVIDED FOR INFORMATION ONLY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.9608 Kae ( Kh = 0 ) = 0.4520 Kae = 0.5088Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:10 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:10 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:10 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 9.85 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 8.85 ft }Batter,6.0 [deg] Backslope,26.6 [deg]Backslope rise 25.0 [ft]Broken back equivalent angle, I = 26.60° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 I Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:10 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 6.40, Meyerhof stress = 1877 lb/ft². Foundation Interface: Direct sliding, Fs = 1.573, Eccentricity, e/L = -0.0076, Fs-overturning = 5.21 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 14.00 2 1.90 3.58 3.577 22.823 1.909 -0.0142 Mirafi 5XT22.55 14.00 2 1.76 3.57 3.567 18.747 2.063 -0.0340 Mirafi 5XT34.46 14.00 2 2.06 4.52 4.524 18.831 2.237 -0.0551 Mirafi 5XT 4 6.37 14.00 2 2.59 6.18 6.184 19.665 2.428 -0.0801 Mirafi 5XT58.28 14.00 2 3.10 8.15 8.149 18.799 2.609 -0.1156 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 4.76, Meyerhof stress = 2222 lb/ft².Foundation Interface: Direct sliding, Fs = 1.134, Eccentricity, e/L = 0.0583, Fs-overturning = 3.47 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.64 14.00 2 1.34 2.70 2.698 12.400 1.397 0.0441 Mirafi 5XT 2 2.55 14.00 2 1.26 2.74 2.736 10.414 1.587 0.0042 Mirafi 5XT34.46 14.00 2 1.46 3.33 3.332 9.919 1.835 -0.0331 Mirafi 5XT46.37 14.00 2 1.80 4.26 4.259 9.503 2.152 -0.0702 Mirafi 5XT 5 8.28 14.00 2 2.13 5.27 5.268 8.389 2.511 -0.1134 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:10 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 12016 10585 [lb/ft ²]Meyerhof stress,V 1877.0 2222 [lb/ft ²] Eccentricity, e -0.11 0.93 [ft]Eccentricity, e/L -0.008 0.066Fs calculated 6.40 4.76 Base length 14.00 14.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 I Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:10 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.573 and Fs-seismic = 1.134 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 14.00 1.909 1.397 2 Mirafi 5XT22.55 14.00 2.063 1.587 2 Mirafi 5XT 3 4.46 14.00 2.237 1.835 2 Mirafi 5XT46.37 14.00 2.428 2.152 2 Mirafi 5XT58.28 14.00 2.609 2.511 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = -0.0076, e/L seismic = 0.0583; Overturning: Fs-static = 5.21, Fs-seismic = 3.47 #Geogrid Elevation [ft] Geogrid Length [ft] e / L Static e / L Seismic Geogrid Type #Product name 1 0.64 14.00 -0.0142 0.0441 2 Mirafi 5XT 2 2.55 14.00 -0.0340 0.0042 2 Mirafi 5XT34.46 14.00 -0.0551 -0.0331 2 Mirafi 5XT46.37 14.00 -0.0801 -0.0702 2 Mirafi 5XT 5 8.28 14.00 -0.1156 -0.1134 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:10 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 716.35 338.42 N/A 3.577 N/A 2.698 Mirafi 5XT22.55 2562 718.35 316.14 N/A 3.567 N/A 2.736 Mirafi 5XT 3 4.46 2562 566.34 293.85 N/A 4.524 N/A 3.332 Mirafi 5XT46.37 2562 414.34 271.57 N/A 6.184 N/A 4.259 Mirafi 5XT58.28 2562 314.45 249.28 N/A 8.149 N/A 5.268 Mirafi 5XT 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 StaticFs Actual StaticFs Avail.Seism. Pullout, Pr[lb/ft] Specified SeismicFs Actual SeismicFs 1 0.64 1.000 716.3 338.4 13.70 0.30 16348.9 13079.1N/A 22.823 N/A 12.400 2 2.55 1.000 718.3 316.1 12.80 1.20 13466.5 10773.2N/A 18.747 N/A 10.41434.46 1.000 566.3 293.9 11.89 2.11 10665.0 8532.0N/A 18.831 N/A 9.91946.37 1.000 414.3 271.6 10.99 3.01 8148.1 6518.5N/A 19.665 N/A 9.503 5 8.28 1.000 314.5 249.3 10.09 3.91 5911.6 4729.2N/A 18.799 N/A 8.389 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:10 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 716 1.00 0.29 1364 2562 N/A 1.90 N/A 3.58 Mirafi 5XT 2 2.55 718 1.00 0.27 1267 2562 N/A 1.76 N/A 3.57 Mirafi 5XT34.46 566 1.00 0.25 1169 2562 N/A 2.06 N/A 4.52 Mirafi 5XT46.37 414 1.00 0.23 1071 2562 N/A 2.59 N/A 6.18 Mirafi 5XT 5 8.28 314 1.00 0.21 973 2562 N/A 3.10 N/A 8.15 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 1055 1.00 0.23 1091 2562 N/A 1.34 N/A 2.70 Mirafi 5XT 2 2.55 1034 1.00 0.22 1013 2562 N/A 1.26 N/A 2.74 Mirafi 5XT34.46 860 1.00 0.20 935 2562 N/A 1.46 N/A 3.33 Mirafi 5XT46.37 686 1.00 0.18 857 2562 N/A 1.80 N/A 4.26 Mirafi 5XT 5 8.28 564 1.00 0.17 779 2562 N/A 2.13 N/A 5.27 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:27 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=11.76', 2:1 SLOPE, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........ions\SLOPE H=11'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:27 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.5378 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Note: specified A combined with I and produced a square root of -0.08 in M-O equ.MSEW set this square root to ZERO so that the Kae could be calculated. Be aware that the end results arelikely erroneous and ARE PROVIDED FOR INFORMATION ONLY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.9608 Kae ( Kh = 0 ) = 0.4520 Kae = 0.5088Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:27 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:27 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:27 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 11.76 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 10.76 ft }Batter,6.0 [deg] Backslope,26.6 [deg]Backslope rise 25.0 [ft]Broken back equivalent angle, I = 26.60° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6 8 10 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 -----------=1 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:27 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 6.44, Meyerhof stress = 2258 lb/ft². Foundation Interface: Direct sliding, Fs = 1.583, Eccentricity, e/L = -0.0093, Fs-overturning = 5.29 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 17.00 2 2.08 3.64 3.645 34.182 1.913 -0.0147 Mirafi 5XT21.92 17.00 2 2.21 4.05 4.052 34.471 1.995 -0.0256 Mirafi 5XT33.19 17.00 2 2.37 4.55 4.555 34.462 2.084 -0.0366 Mirafi 5XT 4 4.46 17.00 2 2.08 4.20 4.204 28.050 2.178 -0.0480 Mirafi 5XT56.37 17.00 2 1.97 4.32 4.321 23.425 2.331 -0.0668 Mirafi 5XT68.28 17.00 2 2.43 5.81 5.811 24.850 2.489 -0.0898 Mirafi 5XT 7 10.19 17.00 2 2.78 7.33 7.328 23.767 2.631 -0.1225 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 4.91, Meyerhof stress = 2638 lb/ft².Foundation Interface: Direct sliding, Fs = 1.146, Eccentricity, e/L = 0.0546, Fs-overturning = 3.55 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall [connectionstrength] Fs-overall [geogridstrength] Geogrid strength Fs Pullout resistance Fs Direct sliding Fs Eccentricity e/L Product name[ft][ft] 1 0.64 17.00 2 1.45 2.73 2.731 18.407 1.401 0.0430 Mirafi 5XT21.92 17.00 2 1.53 2.98 2.982 18.140 1.501 0.0206 Mirafi 5XT 3 3.19 17.00 2 1.63 3.28 3.281 17.639 1.615 -0.0007 Mirafi 5XT44.46 17.00 2 1.47 3.13 3.127 14.965 1.747 -0.0212 Mirafi 5XT56.37 17.00 2 1.41 3.24 3.242 12.642 1.984 -0.0514 Mirafi 5XT 6 8.28 17.00 2 1.71 4.10 4.096 12.372 2.267 -0.0829 Mirafi 5XT710.19 17.00 2 1.94 4.91 4.913 11.103 2.559 -0.1210 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:27 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6 8 10 [ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 14540 12964 [lb/ft ²]Meyerhof stress,V 2258.0 2638 [lb/ft ²] Eccentricity, e -0.16 1.06 [ft]Eccentricity, e/L -0.009 0.062Fs calculated 6.44 4.91 Base length 17.00 17.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ----------..--, Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:27 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.583 and Fs-seismic = 1.146 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 17.00 1.913 1.401 2 Mirafi 5XT21.92 17.00 1.995 1.501 2 Mirafi 5XT 3 3.19 17.00 2.084 1.615 2 Mirafi 5XT44.46 17.00 2.178 1.747 2 Mirafi 5XT56.37 17.00 2.331 1.984 2 Mirafi 5XT 6 8.28 17.00 2.489 2.267 2 Mirafi 5XT710.19 17.00 2.631 2.559 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = -0.0093, e/L seismic = 0.0546; Overturning: Fs-static = 5.29, Fs-seismic = 3.55 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.64 17.00 -0.0147 0.0430 2 Mirafi 5XT21.92 17.00 -0.0256 0.0206 2 Mirafi 5XT 3 3.19 17.00 -0.0366 -0.0007 2 Mirafi 5XT44.46 17.00 -0.0480 -0.0212 2 Mirafi 5XT56.37 17.00 -0.0668 -0.0514 2 Mirafi 5XT 6 8.28 17.00 -0.0898 -0.0829 2 Mirafi 5XT710.19 17.00 -0.1225 -0.1210 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:27 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 702.99 341.35 N/A 3.645 N/A 2.731 Mirafi 5XT21.92 2562 632.38 328.99 N/A 4.052 N/A 2.982 Mirafi 5XT 3 3.19 2562 562.56 316.73 N/A 4.555 N/A 3.281 Mirafi 5XT44.46 2562 609.58 304.47 N/A 4.204 N/A 3.127 Mirafi 5XT56.37 2562 592.99 286.03 N/A 4.321 N/A 3.242 Mirafi 5XT 6 8.28 2562 440.98 267.59 N/A 5.811 N/A 4.096 Mirafi 5XT710.19 2562 349.67 249.15 N/A 7.328 N/A 4.913 Mirafi 5XT RESULTS for PULLOUT Live Load included in calculating Tmax #GeogridElevation [ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft]La[ft]Avail.StaticPullout, Pr [lb/ft] SpecifiedStatic Fs ActualStatic Fs Avail.Seism.Pullout, Pr [lb/ft] SpecifiedSeismic Fs ActualSeismic Fs 1 0.64 1.000 703.0 341.3 16.70 0.30 24029.5 19223.6N/A 34.182 N/A 18.40721.92 1.000 632.4 329.0 16.09 0.91 21798.7 17438.9N/A 34.471 N/A 18.140 3 3.19 1.000 562.6 316.7 15.49 1.51 19387.1 15509.7N/A 34.462 N/A 17.63944.46 1.000 609.6 304.5 14.89 2.11 17098.7 13678.9N/A 28.050 N/A 14.96556.37 1.000 593.0 286.0 13.99 3.01 13890.7 11112.6N/A 23.425 N/A 12.642 6 8.28 1.000 441.0 267.6 13.09 3.91 10958.4 8766.7N/A 24.850 N/A 12.372710.19 1.000 349.7 249.2 12.19 4.81 8310.8 6648.6N/A 23.767 N/A 11.103 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:27 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 703 1.00 0.31 1462 2562 N/A 2.08 N/A 3.64 Mirafi 5XT 2 1.92 632 1.00 0.30 1397 2562 N/A 2.21 N/A 4.05 Mirafi 5XT33.19 563 1.00 0.28 1332 2562 N/A 2.37 N/A 4.55 Mirafi 5XT44.46 610 1.00 0.27 1267 2562 N/A 2.08 N/A 4.20 Mirafi 5XT 5 6.37 593 1.00 0.25 1169 2562 N/A 1.97 N/A 4.32 Mirafi 5XT68.28 441 1.00 0.23 1071 2562 N/A 2.43 N/A 5.81 Mirafi 5XT710.19 350 1.00 0.21 973 2562 N/A 2.78 N/A 7.33 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 1044 1.00 0.25 1170 2562 N/A 1.45 N/A 2.73 Mirafi 5XT21.92 961 1.00 0.24 1117 2562 N/A 1.53 N/A 2.98 Mirafi 5XT 3 3.19 879 1.00 0.23 1065 2562 N/A 1.63 N/A 3.28 Mirafi 5XT44.46 914 1.00 0.22 1013 2562 N/A 1.47 N/A 3.13 Mirafi 5XT56.37 879 1.00 0.20 935 2562 N/A 1.41 N/A 3.24 Mirafi 5XT 6 8.28 709 1.00 0.18 857 2562 N/A 1.71 N/A 4.10 Mirafi 5XT710.19 599 1.00 0.17 779 2562 N/A 1.94 N/A 4.91 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:42 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=13'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=13.67', 2:1 SLOPE, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........ions\SLOPE H=13'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:42 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=13'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.5378 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Note: specified A combined with I and produced a square root of -0.08 in M-O equ.MSEW set this square root to ZERO so that the Kae could be calculated. Be aware that the end results arelikely erroneous and ARE PROVIDED FOR INFORMATION ONLY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.9608 Kae ( Kh = 0 ) = 0.4520 Kae = 0.5088Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:42 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=13'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:42 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=13'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:42 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=13'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 13.67 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 12.67 ft }Batter,6.0 [deg] Backslope,26.6 [deg]Backslope rise 25.0 [ft]Broken back equivalent angle, I = 26.60° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6 8 10 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ,__.. ______ _.., Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:42 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=13'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 6.47, Meyerhof stress = 2639 lb/ft². Foundation Interface: Direct sliding, Fs = 1.590, Eccentricity, e/L = -0.0105, Fs-overturning = 5.35 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 20.00 2 1.90 3.11 3.115 40.341 1.915 -0.0151 Mirafi 5XT21.92 20.00 2 1.99 3.41 3.409 40.737 1.985 -0.0244 Mirafi 5XT33.19 20.00 2 2.10 3.76 3.761 40.793 2.059 -0.0337 Mirafi 5XT 4 4.46 20.00 2 1.80 3.38 3.379 33.020 2.138 -0.0432 Mirafi 5XT56.37 20.00 2 1.64 3.32 3.321 27.393 2.264 -0.0584 Mirafi 5XT68.28 20.00 2 1.89 4.14 4.135 28.267 2.398 -0.0758 Mirafi 5XT 7 10.19 20.00 2 2.29 5.48 5.480 30.310 2.531 -0.0974 Mirafi 5XT812.10 20.00 2 2.53 6.66 6.657 28.871 2.644 -0.1278 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 5.02, Meyerhof stress = 3055 lb/ft².Foundation Interface: Direct sliding, Fs = 1.154, Eccentricity, e/L = 0.0520, Fs-overturning = 3.60 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.64 20.00 2 1.30 2.33 2.326 21.632 1.404 0.0422 Mirafi 5XT 2 1.92 20.00 2 1.36 2.51 2.507 21.413 1.489 0.0231 Mirafi 5XT33.19 20.00 2 1.43 2.72 2.716 20.951 1.583 0.0049 Mirafi 5XT44.46 20.00 2 1.26 2.53 2.532 17.791 1.690 -0.0127 Mirafi 5XT 5 6.37 20.00 2 1.17 2.53 2.531 15.088 1.877 -0.0385 Mirafi 5XT68.28 20.00 2 1.33 3.02 3.023 14.746 2.099 -0.0644 Mirafi 5XT710.19 20.00 2 1.59 3.75 3.753 14.543 2.349 -0.0923 Mirafi 5XT 8 12.10 20.00 2 1.75 4.36 4.363 13.104 2.589 -0.1266 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:42 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=13'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6 8 10 [ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 17064 15343 [lb/ft ²]Meyerhof stress,V 2638.8 3055 [lb/ft ²] Eccentricity, e -0.21 1.20 [ft]Eccentricity, e/L -0.010 0.060Fs calculated 6.47 5.02 Base length 20.00 20.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:42 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=13'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.590 and Fs-seismic = 1.154 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 20.00 1.915 1.404 2 Mirafi 5XT21.92 20.00 1.985 1.489 2 Mirafi 5XT 3 3.19 20.00 2.059 1.583 2 Mirafi 5XT44.46 20.00 2.138 1.690 2 Mirafi 5XT56.37 20.00 2.264 1.877 2 Mirafi 5XT 6 8.28 20.00 2.398 2.099 2 Mirafi 5XT710.19 20.00 2.531 2.349 2 Mirafi 5XT812.10 20.00 2.644 2.589 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = -0.0105, e/L seismic = 0.0520; Overturning: Fs-static = 5.35, Fs-seismic = 3.60 #Geogrid Elevation [ft] Geogrid Length [ft] e / L Static e / L Seismic Geogrid Type #Product name 1 0.64 20.00 -0.0151 0.0422 2 Mirafi 5XT 2 1.92 20.00 -0.0244 0.0231 2 Mirafi 5XT33.19 20.00 -0.0337 0.0049 2 Mirafi 5XT44.46 20.00 -0.0432 -0.0127 2 Mirafi 5XT 5 6.37 20.00 -0.0584 -0.0385 2 Mirafi 5XT68.28 20.00 -0.0758 -0.0644 2 Mirafi 5XT710.19 20.00 -0.0974 -0.0923 2 Mirafi 5XT 8 12.10 20.00 -0.1278 -0.1266 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:42 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=13'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 822.71 404.71 N/A 3.115 N/A 2.326 Mirafi 5XT21.92 2562 751.63 392.29 N/A 3.409 N/A 2.507 Mirafi 5XT 3 3.19 2562 681.35 379.97 N/A 3.761 N/A 2.716 Mirafi 5XT44.46 2562 758.29 367.64 N/A 3.379 N/A 2.532 Mirafi 5XT56.37 2562 771.63 349.11 N/A 3.321 N/A 2.531 Mirafi 5XT 6 8.28 2562 619.63 330.58 N/A 4.135 N/A 3.023 Mirafi 5XT710.19 2562 467.62 312.05 N/A 5.480 N/A 3.753 Mirafi 5XT812.10 2562 384.89 293.51 N/A 6.657 N/A 4.363 Mirafi 5XT 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 StaticFs Actual StaticFs Avail.Seism. Pullout, Pr[lb/ft] Specified SeismicFs Actual SeismicFs 1 0.64 1.000 822.7 404.7 19.70 0.30 33189.2 26551.3N/A 40.341 N/A 21.632 2 1.92 1.000 751.6 392.3 19.09 0.91 30619.2 24495.3N/A 40.737 N/A 21.41333.19 1.000 681.3 380.0 18.49 1.51 27794.4 22235.5N/A 40.793 N/A 20.95144.46 1.000 758.3 367.6 17.89 2.11 25038.9 20031.2N/A 33.020 N/A 17.791 5 6.37 1.000 771.6 349.1 16.99 3.01 21137.0 16909.6N/A 27.393 N/A 15.08868.28 1.000 619.6 330.6 16.09 3.91 17515.2 14012.2N/A 28.267 N/A 14.746710.19 1.000 467.6 312.0 15.19 4.81 14173.7 11338.9N/A 30.310 N/A 14.543 8 12.10 1.000 384.9 293.5 14.29 5.71 11112.3 8889.8N/A 28.871 N/A 13.104 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:54:42 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\SLOPE H=13'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 823 1.00 0.33 1560 2562 N/A 1.90 N/A 3.11 Mirafi 5XT 2 1.92 752 1.00 0.32 1494 2562 N/A 1.99 N/A 3.41 Mirafi 5XT33.19 681 1.00 0.30 1429 2562 N/A 2.10 N/A 3.76 Mirafi 5XT44.46 758 1.00 0.29 1364 2562 N/A 1.80 N/A 3.38 Mirafi 5XT 5 6.37 772 1.00 0.27 1267 2562 N/A 1.64 N/A 3.32 Mirafi 5XT68.28 620 1.00 0.25 1169 2562 N/A 1.89 N/A 4.14 Mirafi 5XT710.19 468 1.00 0.23 1071 2562 N/A 2.29 N/A 5.48 Mirafi 5XT 8 12.10 385 1.00 0.21 973 2562 N/A 2.53 N/A 6.66 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 1227 1.00 0.27 1248 2562 N/A 1.30 N/A 2.33 Mirafi 5XT 2 1.92 1144 1.00 0.25 1195 2562 N/A 1.36 N/A 2.51 Mirafi 5XT33.19 1061 1.00 0.24 1143 2562 N/A 1.43 N/A 2.72 Mirafi 5XT44.46 1126 1.00 0.23 1091 2562 N/A 1.26 N/A 2.53 Mirafi 5XT 5 6.37 1121 1.00 0.22 1013 2562 N/A 1.17 N/A 2.53 Mirafi 5XT68.28 950 1.00 0.20 935 2562 N/A 1.33 N/A 3.02 Mirafi 5XT710.19 780 1.00 0.18 857 2562 N/A 1.59 N/A 3.75 Mirafi 5XT 8 12.10 678 1.00 0.17 779 2562 N/A 1.75 N/A 4.36 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:00 2023 C:\.....M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: WALL T2, H=9.85', 2:1 SLOPE, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........LL T2 SLOPE H=9'.BEN Original date and time of creating this file:10/3/2023 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:00 2023 C:\.....M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3862 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.5990 Kae ( Kh = 0 ) = 0.3308 Kae = 0.2682Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:00 2023 C:\.....M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:00 2023 C:\.....M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:00 2023 C:\.....M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 9.85 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 8.85 ft }Batter,6.0 [deg] Backslope,26.6 [deg]Backslope rise 6.0 [ft]Broken back equivalent angle, I = 16.94° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] OTHER EXTERNAL LOAD(S)[S1] Strip Load, Qv-d = 0.0 and Qv-l = 250.0 [lb/ft ²].Footing width, b=100.0 [ft]. Distance of center of footing from wall face, d = 62.0 [ft] @ depth of 0.0 [ft] below soil surface. ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 I Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:00 2023 C:\.....M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 6.39, Meyerhof stress = 1820 lb/ft². Foundation Interface: Direct sliding, Fs = 1.624, Eccentricity, e/L = 0.0286, Fs-overturning = 4.68 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 14.00 2 1.90 3.58 3.577 22.785 1.972 0.0209 Mirafi 5XT22.55 14.00 2 1.76 3.57 3.567 18.693 2.129 -0.0021 Mirafi 5XT34.46 14.00 2 2.06 4.52 4.524 18.740 2.304 -0.0260 Mirafi 5XT 4 6.37 14.00 2 2.59 6.18 6.184 19.504 2.488 -0.0536 Mirafi 5XT58.28 14.00 2 3.10 8.15 8.149 18.532 2.649 -0.0914 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 4.94, Meyerhof stress = 2086 lb/ft².Foundation Interface: Direct sliding, Fs = 1.211, Eccentricity, e/L = 0.0779, Fs-overturning = 3.41 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.64 14.00 2 1.34 2.70 2.698 12.379 1.491 0.0638 Mirafi 5XT 2 2.55 14.00 2 1.26 2.74 2.736 10.384 1.691 0.0245 Mirafi 5XT34.46 14.00 2 1.46 3.33 3.332 9.871 1.942 -0.0119 Mirafi 5XT46.37 14.00 2 1.80 4.26 4.259 9.425 2.247 -0.0479 Mirafi 5XT 5 8.28 14.00 2 2.13 5.27 5.268 8.270 2.567 -0.0903 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:00 2023 C:\.....M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 11623 10296 [lb/ft ²]Meyerhof stress,V 1819.6 2086 [lb/ft ²] Eccentricity, e 0.33 1.09 [ft]Eccentricity, e/L 0.024 0.078Fs calculated 6.39 4.94 Base length 14.00 14.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 I Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:00 2023 C:\.....M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.624 and Fs-seismic = 1.211 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 14.00 1.972 1.491 2 Mirafi 5XT22.55 14.00 2.129 1.691 2 Mirafi 5XT 3 4.46 14.00 2.304 1.942 2 Mirafi 5XT46.37 14.00 2.488 2.247 2 Mirafi 5XT58.28 14.00 2.649 2.567 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0286, e/L seismic = 0.0779; Overturning: Fs-static = 4.68, Fs-seismic = 3.41 #Geogrid Elevation [ft] Geogrid Length [ft] e / L Static e / L Seismic Geogrid Type #Product name 1 0.64 14.00 0.0209 0.0638 2 Mirafi 5XT 2 2.55 14.00 -0.0021 0.0245 2 Mirafi 5XT34.46 14.00 -0.0260 -0.0119 2 Mirafi 5XT46.37 14.00 -0.0536 -0.0479 2 Mirafi 5XT 5 8.28 14.00 -0.0914 -0.0903 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:00 2023 C:\.....M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 716.35 338.42 N/A 3.577 N/A 2.698 Mirafi 5XT22.55 2562 718.35 316.14 N/A 3.567 N/A 2.736 Mirafi 5XT 3 4.46 2562 566.34 293.85 N/A 4.524 N/A 3.332 Mirafi 5XT46.37 2562 414.34 271.57 N/A 6.184 N/A 4.259 Mirafi 5XT58.28 2562 314.45 249.28 N/A 8.149 N/A 5.268 Mirafi 5XT 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. #GeogridElevation[ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft](see NOTE) La[ft]Avail.StaticPullout, Pr[lb/ft] SpecifiedStaticFs ActualStaticFs Avail.Seism.Pullout, Pr[lb/ft] SpecifiedSeismicFs ActualSeismicFs 1 0.64 1.000 716.3 338.4 13.70 0.30 16321.9 13057.5N/A 22.785 N/A 12.37922.55 1.000 718.3 316.1 12.80 1.20 13428.1 10742.5N/A 18.693 N/A 10.38434.46 1.000 566.3 293.9 11.89 2.11 10613.5 8490.8N/A 18.740 N/A 9.871 4 6.37 1.000 414.3 271.6 10.99 3.01 8081.2 6465.0N/A 19.504 N/A 9.42558.28 1.000 314.5 249.3 10.09 3.91 5827.4 4661.9N/A 18.532 N/A 8.270 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:00 2023 C:\.....M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 716 1.00 0.29 1364 2562 N/A 1.90 N/A 3.58 Mirafi 5XT 2 2.55 718 1.00 0.27 1267 2562 N/A 1.76 N/A 3.57 Mirafi 5XT34.46 566 1.00 0.25 1169 2562 N/A 2.06 N/A 4.52 Mirafi 5XT46.37 414 1.00 0.23 1071 2562 N/A 2.59 N/A 6.18 Mirafi 5XT 5 8.28 314 1.00 0.21 973 2562 N/A 3.10 N/A 8.15 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 1055 1.00 0.23 1091 2562 N/A 1.34 N/A 2.70 Mirafi 5XT 2 2.55 1034 1.00 0.22 1013 2562 N/A 1.26 N/A 2.74 Mirafi 5XT34.46 860 1.00 0.20 935 2562 N/A 1.46 N/A 3.33 Mirafi 5XT46.37 686 1.00 0.18 857 2562 N/A 1.80 N/A 4.26 Mirafi 5XT 5 8.28 564 1.00 0.17 779 2562 N/A 2.13 N/A 5.27 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:01:45 2023 C:\.....3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: WALL T2, H=11.76', 2:1 SLOPE, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........L T2 SLOPE H=11'.BEN Original date and time of creating this file:10/3/2023 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:01:45 2023 C:\.....3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3525 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.4787 Kae ( Kh = 0 ) = 0.3055 Kae = 0.1733Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:01:45 2023 C:\.....3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:01:45 2023 C:\.....3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:01:45 2023 C:\.....3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 11.76 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 10.76 ft }Batter,6.0 [deg] Backslope,26.6 [deg]Backslope rise 4.5 [ft]Broken back equivalent angle, I = 10.83° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] OTHER EXTERNAL LOAD(S)[S1] Strip Load, Qv-d = 0.0 and Qv-l = 250.0 [lb/ft ²].Footing width, b=100.0 [ft]. Distance of center of footing from wall face, d = 59.0 [ft] @ depth of 0.0 [ft] below soil surface. ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6 8 10 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 -----------=1 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:01:45 2023 C:\.....3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 5.64, Meyerhof stress = 2027 lb/ft². Foundation Interface: Direct sliding, Fs = 1.769, Eccentricity, e/L = 0.0456, Fs-overturning = 4.77 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 14.00 2 2.08 3.64 3.645 26.005 2.157 0.0385 Mirafi 5XT21.92 14.00 2 2.21 4.05 4.052 25.896 2.291 0.0247 Mirafi 5XT33.19 14.00 2 2.37 4.55 4.555 25.416 2.441 0.0115 Mirafi 5XT 4 4.46 14.00 2 2.08 4.20 4.204 20.237 2.609 -0.0016 Mirafi 5XT56.37 14.00 2 1.97 4.32 4.321 16.212 2.900 -0.0218 Mirafi 5XT68.28 14.00 2 2.43 5.81 5.811 16.267 3.242 -0.0448 Mirafi 5XT 7 10.19 14.00 2 2.78 7.33 7.328 14.330 3.616 -0.0769 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 4.19, Meyerhof stress = 2363 lb/ft².Foundation Interface: Direct sliding, Fs = 1.237, Eccentricity, e/L = 0.1087, Fs-overturning = 3.14 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall [connectionstrength] Fs-overall [geogridstrength] Geogrid strength Fs Pullout resistance Fs Direct sliding Fs Eccentricity e/L Product name[ft][ft] 1 0.64 14.00 2 1.44 2.71 2.709 13.860 1.525 0.0945 Mirafi 5XT21.92 14.00 2 1.53 2.96 2.964 13.519 1.662 0.0678 Mirafi 5XT 3 3.19 14.00 2 1.63 3.27 3.268 12.942 1.823 0.0434 Mirafi 5XT44.46 14.00 2 1.46 3.12 3.123 10.781 2.014 0.0210 Mirafi 5XT56.37 14.00 2 1.41 3.25 3.252 8.783 2.379 -0.0102 Mirafi 5XT 6 8.28 14.00 2 1.71 4.13 4.133 8.193 2.865 -0.0404 Mirafi 5XT710.19 14.00 2 1.95 5.00 4.999 6.842 3.470 -0.0762 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:01:45 2023 C:\.....3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6 8 10 [ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 11442 9899 [lb/ft ²]Meyerhof stress,V 2027.3 2363 [lb/ft ²] Eccentricity, e 0.43 1.32 [ft]Eccentricity, e/L 0.031 0.094Fs calculated 5.64 4.19 Base length 14.00 14.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ] ----------..--, Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:01:45 2023 C:\.....3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.769 and Fs-seismic = 1.237 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 14.00 2.157 1.525 2 Mirafi 5XT21.92 14.00 2.291 1.662 2 Mirafi 5XT 3 3.19 14.00 2.441 1.823 2 Mirafi 5XT44.46 14.00 2.609 2.014 2 Mirafi 5XT56.37 14.00 2.900 2.379 2 Mirafi 5XT 6 8.28 14.00 3.242 2.865 2 Mirafi 5XT710.19 14.00 3.616 3.470 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0456, e/L seismic = 0.1087; Overturning: Fs-static = 4.77, Fs-seismic = 3.14 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.64 14.00 0.0385 0.0945 2 Mirafi 5XT21.92 14.00 0.0247 0.0678 2 Mirafi 5XT 3 3.19 14.00 0.0115 0.0434 2 Mirafi 5XT44.46 14.00 -0.0016 0.0210 2 Mirafi 5XT56.37 14.00 -0.0218 -0.0102 2 Mirafi 5XT 6 8.28 14.00 -0.0448 -0.0404 2 Mirafi 5XT710.19 14.00 -0.0769 -0.0762 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:01:45 2023 C:\.....3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 702.99 352.22 N/A 3.645 N/A 2.709 Mirafi 5XT21.92 2562 632.38 336.67 N/A 4.052 N/A 2.964 Mirafi 5XT 3 3.19 2562 562.56 321.25 N/A 4.555 N/A 3.268 Mirafi 5XT44.46 2562 609.58 305.83 N/A 4.204 N/A 3.123 Mirafi 5XT56.37 2562 592.99 282.64 N/A 4.321 N/A 3.252 Mirafi 5XT 6 8.28 2562 440.98 259.44 N/A 5.811 N/A 4.133 Mirafi 5XT710.19 2562 349.67 236.25 N/A 7.328 N/A 4.999 Mirafi 5XT 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 StaticFs Actual StaticFs Avail.Seism. Pullout, Pr[lb/ft] Specified SeismicFs Actual SeismicFs 1 0.64 1.000 703.0 352.2 13.70 0.30 18281.4 14625.1N/A 26.005 N/A 13.860 2 1.92 1.000 632.4 336.7 13.09 0.91 16375.9 13100.7N/A 25.896 N/A 13.51933.19 1.000 562.6 321.3 12.49 1.51 14298.1 11438.5N/A 25.416 N/A 12.94244.46 1.000 609.6 305.8 11.89 2.11 12336.1 9868.8N/A 20.237 N/A 10.781 5 6.37 1.000 593.0 282.6 10.99 3.01 9613.7 7691.0N/A 16.212 N/A 8.78368.28 1.000 441.0 259.4 10.09 3.91 7173.4 5738.7N/A 16.267 N/A 8.193710.19 1.000 349.7 236.3 9.19 4.81 5010.9 4008.7N/A 14.330 N/A 6.842 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:01:45 2023 C:\.....3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T2 SLOPE H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 703 1.00 0.31 1462 2562 N/A 2.08 N/A 3.64 Mirafi 5XT 2 1.92 632 1.00 0.30 1397 2562 N/A 2.21 N/A 4.05 Mirafi 5XT33.19 563 1.00 0.28 1332 2562 N/A 2.37 N/A 4.55 Mirafi 5XT44.46 610 1.00 0.27 1267 2562 N/A 2.08 N/A 4.20 Mirafi 5XT 5 6.37 593 1.00 0.25 1169 2562 N/A 1.97 N/A 4.32 Mirafi 5XT68.28 441 1.00 0.23 1071 2562 N/A 2.43 N/A 5.81 Mirafi 5XT710.19 350 1.00 0.21 973 2562 N/A 2.78 N/A 7.33 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 1055 1.00 0.25 1170 2562 N/A 1.44 N/A 2.71 Mirafi 5XT21.92 969 1.00 0.24 1117 2562 N/A 1.53 N/A 2.96 Mirafi 5XT 3 3.19 884 1.00 0.23 1065 2562 N/A 1.63 N/A 3.27 Mirafi 5XT44.46 915 1.00 0.22 1013 2562 N/A 1.46 N/A 3.12 Mirafi 5XT56.37 876 1.00 0.20 935 2562 N/A 1.41 N/A 3.25 Mirafi 5XT 6 8.28 700 1.00 0.18 857 2562 N/A 1.71 N/A 4.13 Mirafi 5XT710.19 586 1.00 0.17 779 2562 N/A 1.95 N/A 5.00 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 LEVEL BACKFILL WITH 250 PSF LIVE LOAD Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:51:56 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=4.12', LEVEL BACKFILL WITH 250 PSF LIVE LOAD SURCHARGE, ALLAN BLOCKABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC. Street:PO BOX 923 OCEANSIDE, CA 92049 Telephone #:760-802-1772Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........tions\LEVEL H=4'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSISof a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:51:56 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,139.0 lb/ft ³ Design value of internal angle of friction,26.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3905 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.4847 Kae ( Kh = 0 ) = 0.3522 Kae = 0.1325Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:51:56 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:51:56 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:51:56 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 4.12 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 3.12 ft }Batter,6.0 [deg] Backslope,0.0 [deg]Backslope rise 0.0 [ft]Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²], and live load is 250.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:51:56 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 6.29, Meyerhof stress = 778 lb/ft². Foundation Interface: Direct sliding, Fs = 1.684, Eccentricity, e/L = 0.0639, Fs-overturning = 6.33 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 6.00 2 3.03 7.24 7.244 5.496 2.186 0.0490 Mirafi 5XT22.55 6.00 2 2.84 7.47 7.465 2.153 3.046 0.0154 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 5.76, Meyerhof stress = 813 lb/ft².Foundation Interface: Direct sliding, Fs = 1.313, Eccentricity, e/L = 0.0931, Fs-overturning = 4.67 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.64 6.00 2 2.27 6.02 6.016 3.393 1.734 0.0697 Mirafi 5XT 2 2.55 6.00 2 2.15 6.34 6.342 1.370 2.623 0.0196 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:51:56 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 4893 4685 [lb/ft ²]Meyerhof stress,V 778.3 813 [lb/ft ²] Eccentricity, e 0.19 0.31 [ft]Eccentricity, e/L 0.032 0.052Fs calculated 6.29 5.76 Base length 6.00 6.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:51:56 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.684 and Fs-seismic = 1.313 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 6.00 2.186 1.734 2 Mirafi 5XT22.55 6.00 3.046 2.623 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0639, e/L seismic = 0.0931; Overturning: Fs-static = 6.33, Fs-seismic = 4.67 #Geogrid Elevation [ft] Geogrid Length [ft] e / L Static e / L Seismic Geogrid Type #Product name 1 0.64 6.00 0.0490 0.0697 2 Mirafi 5XT 2 2.55 6.00 0.0154 0.0196 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:51:56 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 353.72 104.73 N/A 7.244 N/A 6.016 Mirafi 5XT22.55 2562 343.24 88.15 N/A 7.465 N/A 6.342 Mirafi 5XT 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. #GeogridElevation[ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft](see NOTE) La[ft]Avail.StaticPullout, Pr[lb/ft] SpecifiedStaticFs ActualStaticFs Avail.Seism.Pullout, Pr[lb/ft] SpecifiedSeismicFs ActualSeismicFs 1 0.64 1.000 353.7 104.7 5.70 0.30 1944.2 1555.4N/A 5.496 N/A 3.39322.55 1.000 343.2 88.2 4.80 1.20 738.8 591.1N/A 2.153 N/A 1.370 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:51:56 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 354 1.00 0.23 1071 2562 N/A 3.03 N/A 7.24 Mirafi 5XT 2 2.55 343 1.00 0.21 973 2562 N/A 2.84 N/A 7.47 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 458 1.00 0.18 857 2562 N/A 2.27 N/A 6.02 Mirafi 5XT 2 2.55 431 1.00 0.17 779 2562 N/A 2.15 N/A 6.34 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:14 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=6.03', LEVEL BACKFILL WITH 250 PSF LIVE LOAD SURCHARGE, ALLAN BLOCKABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC. Street:PO BOX 923 OCEANSIDE, CA 92049 Telephone #:760-802-1772Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........tions\LEVEL H=6'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSISof a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:14 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,139.0 lb/ft ³ Design value of internal angle of friction,26.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3905 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.4847 Kae ( Kh = 0 ) = 0.3522 Kae = 0.1325Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:14 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:14 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:14 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 6.03 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 5.03 ft }Batter,6.0 [deg] Backslope,0.0 [deg]Backslope rise 0.0 [ft]Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²], and live load is 250.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:14 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 5.14, Meyerhof stress = 1060 lb/ft². Foundation Interface: Direct sliding, Fs = 1.560, Eccentricity, e/L = 0.0843, Fs-overturning = 4.90 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 7.00 2 2.43 5.33 5.331 7.304 1.988 0.0695 Mirafi 5XT22.55 7.00 2 2.46 5.88 5.875 4.538 2.562 0.0339 Mirafi 5XT34.46 7.00 2 2.84 7.47 7.465 2.197 3.560 0.0105 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 4.36, Meyerhof stress = 1150 lb/ft². Foundation Interface: Direct sliding, Fs = 1.171, Eccentricity, e/L = 0.1307, Fs-overturning = 3.42 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 7.00 2 1.80 4.34 4.340 4.389 1.508 0.1064 Mirafi 5XT22.55 7.00 2 1.83 4.82 4.825 2.759 2.032 0.0490 Mirafi 5XT34.46 7.00 2 2.12 6.05 6.051 1.313 3.067 0.0135 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:14 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 5451 5021 [lb/ft ²]Meyerhof stress,V 1059.7 1150 [lb/ft ²] Eccentricity, e 0.37 0.62 [ft]Eccentricity, e/L 0.053 0.088Fs calculated 5.14 4.36 Base length 7.00 7.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:14 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.560 and Fs-seismic = 1.171 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 7.00 1.988 1.508 2 Mirafi 5XT22.55 7.00 2.562 2.032 2 Mirafi 5XT 3 4.46 7.00 3.560 3.067 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0843, e/L seismic = 0.1307; Overturning: Fs-static = 4.90, Fs-seismic = 3.42 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.64 7.00 0.0695 0.1064 2 Mirafi 5XT22.55 7.00 0.0339 0.0490 2 Mirafi 5XT34.46 7.00 0.0105 0.0135 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:14 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 480.66 159.16 N/A 5.331 N/A 4.340 Mirafi 5XT22.55 2562 436.12 137.73 N/A 5.875 N/A 4.825 Mirafi 5XT 3 4.46 2562 343.24 116.29 N/A 7.465 N/A 6.051 Mirafi 5XT 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. #GeogridElevation [ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft] (see NOTE) La[ft]Avail.StaticPullout, Pr [lb/ft] SpecifiedStatic Fs ActualStatic Fs Avail.Seism.Pullout, Pr [lb/ft] SpecifiedSeismic Fs ActualSeismic Fs 1 0.64 1.000 480.7 159.2 6.70 0.30 3510.6 2808.4N/A 7.304 N/A 4.38922.55 1.000 436.1 137.7 5.80 1.20 1979.2 1583.3N/A 4.538 N/A 2.759 3 4.46 1.000 343.2 116.3 4.89 2.11 754.1 603.3N/A 2.197 N/A 1.313 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:14 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=6'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 481 1.00 0.25 1169 2562 N/A 2.43 N/A 5.33 Mirafi 5XT 2 2.55 436 1.00 0.23 1071 2562 N/A 2.46 N/A 5.88 Mirafi 5XT34.46 343 1.00 0.21 973 2562 N/A 2.84 N/A 7.47 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ****** Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 640 1.00 0.20 935 2562 N/A 1.80 N/A 4.34 Mirafi 5XT22.55 574 1.00 0.18 857 2562 N/A 1.83 N/A 4.82 Mirafi 5XT34.46 460 1.00 0.17 779 2562 N/A 2.12 N/A 6.05 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:29 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=7.94', LEVEL BACKFILL WITH 250 PSF LIVE LOAD SURCHARGE, ALLAN BLOCKABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC. Street:PO BOX 923 OCEANSIDE, CA 92049 Telephone #:760-802-1772Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........tions\LEVEL H=7'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSISof a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:29 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,139.0 lb/ft ³ Design value of internal angle of friction,26.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3905 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.4847 Kae ( Kh = 0 ) = 0.3522 Kae = 0.1325Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:29 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:29 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:29 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 7.94 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 6.94 ft }Batter,6.0 [deg] Backslope,0.0 [deg]Backslope rise 0.0 [ft]Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²], and live load is 250.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ______ _...., Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:29 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 5.35, Meyerhof stress = 1311 lb/ft². Foundation Interface: Direct sliding, Fs = 1.671, Eccentricity, e/L = 0.0764, Fs-overturning = 5.27 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 9.00 2 2.08 4.22 4.217 10.089 2.103 0.0655 Mirafi 5XT22.55 9.00 2 1.99 4.36 4.357 7.010 2.579 0.0381 Mirafi 5XT34.46 9.00 2 2.46 5.88 5.875 5.398 3.313 0.0181 Mirafi 5XT 4 6.37 9.00 2 2.84 7.47 7.465 2.689 4.590 0.0053 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 4.45, Meyerhof stress = 1438 lb/ft².Foundation Interface: Direct sliding, Fs = 1.225, Eccentricity, e/L = 0.1251, Fs-overturning = 3.54 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall [connectionstrength] Fs-overall [geogridstrength] Geogrid strength Fs Pullout resistance Fs Direct sliding Fs Eccentricity e/L Product name[ft][ft] 1 0.64 9.00 2 1.52 3.40 3.399 5.983 1.552 0.1065 Mirafi 5XT22.55 9.00 2 1.47 3.56 3.563 4.238 1.958 0.0601 Mirafi 5XT 3 4.46 9.00 2 1.81 4.64 4.642 3.117 2.629 0.0272 Mirafi 5XT46.37 9.00 2 2.08 5.77 5.771 1.509 3.953 0.0071 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:29 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 7017 6401 [lb/ft ²]Meyerhof stress,V 1311.4 1438 [lb/ft ²] Eccentricity, e 0.47 0.83 [ft]Eccentricity, e/L 0.053 0.092Fs calculated 5.35 4.45 Base length 9.00 9.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 -------=1 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:29 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.671 and Fs-seismic = 1.225 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 9.00 2.103 1.552 2 Mirafi 5XT22.55 9.00 2.579 1.958 2 Mirafi 5XT 3 4.46 9.00 3.313 2.629 2 Mirafi 5XT46.37 9.00 4.590 3.953 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0764, e/L seismic = 0.1251; Overturning: Fs-static = 5.27, Fs-seismic = 3.54 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.64 9.00 0.0655 0.1065 2 Mirafi 5XT22.55 9.00 0.0381 0.0601 2 Mirafi 5XT 3 4.46 9.00 0.0181 0.0272 2 Mirafi 5XT46.37 9.00 0.0053 0.0071 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:29 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 607.60 212.09 N/A 4.217 N/A 3.399 Mirafi 5XT22.55 2562 588.12 190.09 N/A 4.357 N/A 3.563 Mirafi 5XT 3 4.46 2562 436.12 168.10 N/A 5.875 N/A 4.642 Mirafi 5XT46.37 2562 343.24 146.10 N/A 7.465 N/A 5.771 Mirafi 5XT 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 StaticFs Actual StaticFs Avail.Seism. Pullout, Pr[lb/ft] Specified SeismicFs Actual SeismicFs 1 0.64 1.000 607.6 212.1 8.70 0.30 6130.3 4904.2N/A 10.089 N/A 5.983 2 2.55 1.000 588.1 190.1 7.80 1.20 4123.0 3298.4N/A 7.010 N/A 4.23834.46 1.000 436.1 168.1 6.89 2.11 2354.3 1883.5N/A 5.398 N/A 3.11746.37 1.000 343.2 146.1 5.99 3.01 923.0 738.4N/A 2.689 N/A 1.509 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:29 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 608 1.00 0.27 1267 2562 N/A 2.08 N/A 4.22 Mirafi 5XT 2 2.55 588 1.00 0.25 1169 2562 N/A 1.99 N/A 4.36 Mirafi 5XT34.46 436 1.00 0.23 1071 2562 N/A 2.46 N/A 5.88 Mirafi 5XT46.37 343 1.00 0.21 973 2562 N/A 2.84 N/A 7.47 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 820 1.00 0.22 1013 2562 N/A 1.52 N/A 3.40 Mirafi 5XT22.55 778 1.00 0.20 935 2562 N/A 1.47 N/A 3.56 Mirafi 5XT 3 4.46 604 1.00 0.18 857 2562 N/A 1.81 N/A 4.64 Mirafi 5XT46.37 489 1.00 0.17 779 2562 N/A 2.08 N/A 5.77 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:44 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=9.85', LEVEL BACKFILL WITH 250 PSF LIVE LOAD SURCHARGE, ALLAN BLOCKABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC. Street:PO BOX 923 OCEANSIDE, CA 92049 Telephone #:760-802-1772Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........tions\LEVEL H=9'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSISof a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:44 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,139.0 lb/ft ³ Design value of internal angle of friction,26.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3905 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.4847 Kae ( Kh = 0 ) = 0.3522 Kae = 0.1325Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:44 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:44 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:44 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 9.85 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 8.85 ft }Batter,6.0 [deg] Backslope,0.0 [deg]Backslope rise 0.0 [ft]Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²], and live load is 250.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 I Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:44 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 4.71, Meyerhof stress = 1605 lb/ft². Foundation Interface: Direct sliding, Fs = 1.584, Eccentricity, e/L = 0.0892, Fs-overturning = 4.58 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 10.00 2 1.86 3.49 3.488 11.651 1.976 0.0785 Mirafi 5XT22.55 10.00 2 1.71 3.46 3.462 8.513 2.347 0.0508 Mirafi 5XT34.46 10.00 2 1.99 4.36 4.357 7.099 2.875 0.0293 Mirafi 5XT 4 6.37 10.00 2 2.46 5.88 5.875 5.475 3.689 0.0137 Mirafi 5XT58.28 10.00 2 2.84 7.47 7.465 2.733 5.104 0.0039 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 3.66, Meyerhof stress = 1820 lb/ft².Foundation Interface: Direct sliding, Fs = 1.141, Eccentricity, e/L = 0.1502, Fs-overturning = 2.99 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.64 10.00 2 1.34 2.78 2.781 6.810 1.431 0.1317 Mirafi 5XT 2 2.55 10.00 2 1.26 2.82 2.817 5.113 1.732 0.0839 Mirafi 5XT34.46 10.00 2 1.45 3.46 3.462 4.131 2.182 0.0471 Mirafi 5XT46.37 10.00 2 1.78 4.49 4.489 3.025 2.927 0.0210 Mirafi 5XT 5 8.28 10.00 2 2.06 5.56 5.564 1.462 4.397 0.0053 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:44 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 7556 6663 [lb/ft ²]Meyerhof stress,V 1605.1 1820 [lb/ft ²] Eccentricity, e 0.66 1.18 [ft]Eccentricity, e/L 0.066 0.118Fs calculated 4.71 3.66 Base length 10.00 10.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 I Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:44 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.584 and Fs-seismic = 1.141 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 10.00 1.976 1.431 2 Mirafi 5XT22.55 10.00 2.347 1.732 2 Mirafi 5XT 3 4.46 10.00 2.875 2.182 2 Mirafi 5XT46.37 10.00 3.689 2.927 2 Mirafi 5XT58.28 10.00 5.104 4.397 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0892, e/L seismic = 0.1502; Overturning: Fs-static = 4.58, Fs-seismic = 2.99 #Geogrid Elevation [ft] Geogrid Length [ft] e / L Static e / L Seismic Geogrid Type #Product name 1 0.64 10.00 0.0785 0.1317 2 Mirafi 5XT 2 2.55 10.00 0.0508 0.0839 2 Mirafi 5XT34.46 10.00 0.0293 0.0471 2 Mirafi 5XT46.37 10.00 0.0137 0.0210 2 Mirafi 5XT 5 8.28 10.00 0.0039 0.0053 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:44 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 734.53 270.89 N/A 3.488 N/A 2.781 Mirafi 5XT22.55 2562 740.12 245.69 N/A 3.462 N/A 2.817 Mirafi 5XT 3 4.46 2562 588.12 220.50 N/A 4.357 N/A 3.462 Mirafi 5XT46.37 2562 436.12 195.30 N/A 5.875 N/A 4.489 Mirafi 5XT58.28 2562 343.24 170.11 N/A 7.465 N/A 5.564 Mirafi 5XT 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. #GeogridElevation[ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft](see NOTE) La[ft]Avail.StaticPullout, Pr[lb/ft] SpecifiedStaticFs ActualStaticFs Avail.Seism.Pullout, Pr[lb/ft] SpecifiedSeismicFs ActualSeismicFs 1 0.64 1.000 734.5 270.9 9.70 0.30 8558.2 6846.5N/A 11.651 N/A 6.81022.55 1.000 740.1 245.7 8.80 1.20 6301.0 5040.8N/A 8.513 N/A 5.11334.46 1.000 588.1 220.5 7.89 2.11 4175.2 3340.2N/A 7.099 N/A 4.131 4 6.37 1.000 436.1 195.3 6.99 3.01 2387.7 1910.1N/A 5.475 N/A 3.02558.28 1.000 343.2 170.1 6.09 3.91 938.2 750.6N/A 2.733 N/A 1.462 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:52:44 2023 C:\.....ments\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 735 1.00 0.29 1364 2562 N/A 1.86 N/A 3.49 Mirafi 5XT 2 2.55 740 1.00 0.27 1267 2562 N/A 1.71 N/A 3.46 Mirafi 5XT34.46 588 1.00 0.25 1169 2562 N/A 1.99 N/A 4.36 Mirafi 5XT46.37 436 1.00 0.23 1071 2562 N/A 2.46 N/A 5.88 Mirafi 5XT 5 8.28 343 1.00 0.21 973 2562 N/A 2.84 N/A 7.47 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 1005 1.00 0.23 1091 2562 N/A 1.34 N/A 2.78 Mirafi 5XT 2 2.55 986 1.00 0.22 1013 2562 N/A 1.26 N/A 2.82 Mirafi 5XT34.46 809 1.00 0.20 935 2562 N/A 1.45 N/A 3.46 Mirafi 5XT46.37 631 1.00 0.18 857 2562 N/A 1.78 N/A 4.49 Mirafi 5XT 5 8.28 513 1.00 0.17 779 2562 N/A 2.06 N/A 5.56 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:59:28 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: H=11.76', LEVEL BACKFILL WITH 250 PSF LIVE LOAD SURCHARGE, ALLAN BLOCKABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC. Street:PO BOX 923 OCEANSIDE, CA 92049 Telephone #:760-802-1772Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........ions\LEVEL H=11'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSISof a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:59:28 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,139.0 lb/ft ³ Design value of internal angle of friction,26.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3905 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.4847 Kae ( Kh = 0 ) = 0.3522 Kae = 0.1325Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:59:28 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:59:28 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:59:28 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 11.76 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 10.76 ft }Batter,6.0 [deg] Backslope,0.0 [deg]Backslope rise 0.0 [ft]Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²], and live load is 250.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6 8 10 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 -----------=1 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:59:28 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 4.93, Meyerhof stress = 1853 lb/ft². Foundation Interface: Direct sliding, Fs = 1.665, Eccentricity, e/L = 0.0816, Fs-overturning = 4.91 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 12.00 2 2.75 4.82 4.824 23.376 2.063 0.0731 Mirafi 5XT21.28 12.00 2 2.92 5.23 5.226 23.664 2.163 0.0651 Mirafi 5XT32.55 12.00 2 1.86 3.50 3.500 13.328 2.391 0.0506 Mirafi 5XT 4 4.46 12.00 2 1.71 3.46 3.462 9.577 2.835 0.0323 Mirafi 5XT56.37 12.00 2 1.99 4.36 4.357 8.086 3.467 0.0182 Mirafi 5XT68.28 12.00 2 2.46 5.88 5.875 6.335 4.441 0.0082 Mirafi 5XT 7 10.19 12.00 2 2.84 7.47 7.465 3.225 6.134 0.0021 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 3.83, Meyerhof stress = 2103 lb/ft².Foundation Interface: Direct sliding, Fs = 1.185, Eccentricity, e/L = 0.1420, Fs-overturning = 3.14 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall [connectionstrength] Fs-overall [geogridstrength] Geogrid strength Fs Pullout resistance Fs Direct sliding Fs Eccentricity e/L Product name[ft][ft] 1 0.64 12.00 2 1.90 3.57 3.571 12.397 1.473 0.1269 Mirafi 5XT21.28 12.00 2 2.00 3.81 3.814 12.320 1.551 0.1127 Mirafi 5XT 3 2.55 12.00 2 1.36 2.83 2.834 7.954 1.732 0.0872 Mirafi 5XT44.46 12.00 2 1.26 2.85 2.854 5.854 2.093 0.0551 Mirafi 5XT56.37 12.00 2 1.46 3.50 3.504 4.781 2.631 0.0305 Mirafi 5XT 6 8.28 12.00 2 1.79 4.54 4.535 3.548 3.523 0.0133 Mirafi 5XT710.19 12.00 2 2.06 5.60 5.598 1.739 5.283 0.0031 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:59:28 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6 8 10 [ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 9136 8048 [lb/ft ²]Meyerhof stress,V 1852.6 2103 [lb/ft ²] Eccentricity, e 0.76 1.38 [ft]Eccentricity, e/L 0.063 0.115Fs calculated 4.93 3.83 Base length 12.00 12.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ----------..--, Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:59:28 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.665 and Fs-seismic = 1.185 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 12.00 2.063 1.473 2 Mirafi 5XT21.28 12.00 2.163 1.551 2 Mirafi 5XT 3 2.55 12.00 2.391 1.732 2 Mirafi 5XT44.46 12.00 2.835 2.093 2 Mirafi 5XT56.37 12.00 3.467 2.631 2 Mirafi 5XT 6 8.28 12.00 4.441 3.523 2 Mirafi 5XT710.19 12.00 6.134 5.283 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0816, e/L seismic = 0.1420; Overturning: Fs-static = 4.91, Fs-seismic = 3.14 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.64 12.00 0.0731 0.1269 2 Mirafi 5XT21.28 12.00 0.0651 0.1127 2 Mirafi 5XT 3 2.55 12.00 0.0506 0.0872 2 Mirafi 5XT44.46 12.00 0.0323 0.0551 2 Mirafi 5XT56.37 12.00 0.0182 0.0305 2 Mirafi 5XT 6 8.28 12.00 0.0082 0.0133 2 Mirafi 5XT710.19 12.00 0.0021 0.0031 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:59:28 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 531.20 270.14 N/A 4.824 N/A 3.571 Mirafi 5XT21.28 2562 490.33 263.16 N/A 5.226 N/A 3.814 Mirafi 5XT 3 2.55 2562 732.06 249.31 N/A 3.500 N/A 2.834 Mirafi 5XT44.46 2562 740.12 228.48 N/A 3.462 N/A 2.854 Mirafi 5XT56.37 2562 588.12 207.65 N/A 4.357 N/A 3.504 Mirafi 5XT 6 8.28 2562 436.12 186.82 N/A 5.875 N/A 4.535 Mirafi 5XT710.19 2562 343.24 165.99 N/A 7.465 N/A 5.598 Mirafi 5XT 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 StaticFs Actual StaticFs Avail.Seism. Pullout, Pr[lb/ft] Specified SeismicFs Actual SeismicFs 1 0.64 1.000 531.2 270.1 11.70 0.30 12417.2 9933.8N/A 23.376 N/A 12.397 2 1.28 1.000 490.3 263.2 11.40 0.60 11603.4 9282.7N/A 23.664 N/A 12.32032.55 1.000 732.1 249.3 10.80 1.20 9756.8 7805.5N/A 13.328 N/A 7.95444.46 1.000 740.1 228.5 9.89 2.11 7088.3 5670.7N/A 9.577 N/A 5.854 5 6.37 1.000 588.1 207.6 8.99 3.01 4755.4 3804.4N/A 8.086 N/A 4.78168.28 1.000 436.1 186.8 8.09 3.91 2762.8 2210.2N/A 6.335 N/A 3.548710.19 1.000 343.2 166.0 7.19 4.81 1107.1 885.7N/A 3.225 N/A 1.739 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 14:59:28 2023 C:\.....ents\1 M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\LEVEL H=11'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 531 1.00 0.31 1462 2562 N/A 2.75 N/A 4.82 Mirafi 5XT 2 1.28 490 1.00 0.30 1429 2562 N/A 2.92 N/A 5.23 Mirafi 5XT32.55 732 1.00 0.29 1364 2562 N/A 1.86 N/A 3.50 Mirafi 5XT44.46 740 1.00 0.27 1267 2562 N/A 1.71 N/A 3.46 Mirafi 5XT 5 6.37 588 1.00 0.25 1169 2562 N/A 1.99 N/A 4.36 Mirafi 5XT68.28 436 1.00 0.23 1071 2562 N/A 2.46 N/A 5.88 Mirafi 5XT710.19 343 1.00 0.21 973 2562 N/A 2.84 N/A 7.47 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 801 1.00 0.25 1170 2562 N/A 1.90 N/A 3.57 Mirafi 5XT21.28 753 1.00 0.24 1143 2562 N/A 2.00 N/A 3.81 Mirafi 5XT 3 2.55 981 1.00 0.23 1091 2562 N/A 1.36 N/A 2.83 Mirafi 5XT44.46 969 1.00 0.22 1013 2562 N/A 1.26 N/A 2.85 Mirafi 5XT56.37 796 1.00 0.20 935 2562 N/A 1.46 N/A 3.50 Mirafi 5XT 6 8.28 623 1.00 0.18 857 2562 N/A 1.79 N/A 4.54 Mirafi 5XT710.19 509 1.00 0.17 779 2562 N/A 2.06 N/A 5.60 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 LOWER TIER WALL Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 11:33:43 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL L1 TIER H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: WALL L1, H=7.94', LOWER TIER WALL, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........ALL L1 TIER H=7'.BEN Original date and time of creating this file:5/7/2024 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 11:33:43 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL L1 TIER H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,139.0 lb/ft ³ Design value of internal angle of friction,26.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3905 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.4847 Kae ( Kh = 0 ) = 0.3522 Kae = 0.1325Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 11:33:43 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL L1 TIER H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 11:33:43 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL L1 TIER H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 11:33:43 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL L1 TIER H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 7.94 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 6.94 ft }Batter,6.0 [deg] Backslope,0.0 [deg]Backslope rise 0.0 [ft]Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] OTHER EXTERNAL LOAD(S)[S1] Strip Load, Qv-d = 1877.0 and Qv-l = 0.0 [lb/ft ²].Footing width, b=100.0 [ft]. Distance of center of footing from wall face, d = 54.2 [ft] @ depth of 0.5 [ft] below soil surface. ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 I ______ _...., Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 11:33:43 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL L1 TIER H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 5.45, Meyerhof stress = 2585 lb/ft². Foundation Interface: Direct sliding, Fs = 2.886, Eccentricity, e/L = -0.0509, Fs-overturning = 16.60 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 18.00 2 2.67 5.40 5.398 74.252 3.689 -0.0574 Mirafi 5XT22.55 18.00 2 2.73 5.99 5.986 71.984 4.906 -0.0754 Mirafi 5XT34.45 18.00 2 3.88 9.27 9.274 96.702 7.603 -0.0915 Mirafi 5XT 4 6.35 18.00 2 7.25 19.06 19.064 170.637 19.452 -0.1058 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 5.57, Meyerhof stress = 2557 lb/ft².Foundation Interface: Direct sliding, Fs = 2.558, Eccentricity, e/L = -0.0460, Fs-overturning = 14.56 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall [connectionstrength] Fs-overall [geogridstrength] Geogrid strength Fs Pullout resistance Fs Direct sliding Fs Eccentricity e/L Product name[ft][ft] 1 0.64 18.00 2 1.92 4.21 4.212 42.175 3.292 -0.0534 Mirafi 5XT22.55 18.00 2 1.97 4.62 4.617 40.274 4.475 -0.0736 Mirafi 5XT 3 4.45 18.00 2 2.71 6.46 6.464 47.450 7.106 -0.0909 Mirafi 5XT46.35 18.00 2 4.63 10.34 10.343 61.416 18.668 -0.1057 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 11:33:43 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL L1 TIER H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 14088 14244 [lb/ft ²]Meyerhof stress,V 2584.8 2557 [lb/ft ²] Eccentricity, e -0.92 -0.83 [ft]Eccentricity, e/L -0.051 -0.046Fs calculated 5.45 5.57 Base length 18.00 18.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 j - -------=1 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 11:33:43 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL L1 TIER H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 2.886 and Fs-seismic = 2.558 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 18.00 3.689 3.292 2 Mirafi 5XT22.55 18.00 4.906 4.475 2 Mirafi 5XT 3 4.45 18.00 7.603 7.106 2 Mirafi 5XT46.35 18.00 19.452 18.668 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = -0.0509, e/L seismic = -0.0460; Overturning: Fs-static = 16.60, Fs-seismic = 14.56 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.64 18.00 -0.0574 -0.0534 2 Mirafi 5XT22.55 18.00 -0.0754 -0.0736 2 Mirafi 5XT 3 4.45 18.00 -0.0915 -0.0909 2 Mirafi 5XT46.35 18.00 -0.1058 -0.1057 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 11:33:43 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL L1 TIER H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 474.68 193.88 N/A 5.398 N/A 4.212 Mirafi 5XT22.55 2562 428.03 184.00 N/A 5.986 N/A 4.617 Mirafi 5XT 3 4.45 2562 276.29 174.17 N/A 9.274 N/A 6.464 Mirafi 5XT46.35 2562 134.41 164.34 N/A 19.064 N/A 10.343 Mirafi 5XT RESULTS for PULLOUT Live Load included in calculating Tmax #GeogridElevation [ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft]La[ft]Avail.StaticPullout, Pr [lb/ft] SpecifiedStatic Fs ActualStatic Fs Avail.Seism.Pullout, Pr [lb/ft] SpecifiedSeismic Fs ActualSeismic Fs 1 0.64 1.000 474.7 193.9 17.70 0.30 35245.6 28196.5N/A 74.252 N/A 42.17522.55 1.000 428.0 184.0 16.80 1.20 30811.4 24649.1N/A 71.984 N/A 40.274 3 4.45 1.000 276.3 174.2 15.90 2.10 26718.0 21374.4N/A 96.702 N/A 47.45046.35 1.000 134.4 164.3 15.00 3.00 22935.0 18348.0N/A 170.637 N/A 61.416 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 11:33:43 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL L1 TIER H=7'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 475 1.00 0.27 1267 2562 N/A 2.67 N/A 5.40 Mirafi 5XT 2 2.55 428 1.00 0.25 1169 2562 N/A 2.73 N/A 5.99 Mirafi 5XT34.45 276 1.00 0.23 1072 2562 N/A 3.88 N/A 9.27 Mirafi 5XT46.35 134 1.00 0.21 974 2562 N/A 7.25 N/A 19.06 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 669 1.00 0.22 1013 2562 N/A 1.92 N/A 4.21 Mirafi 5XT22.55 612 1.00 0.20 935 2562 N/A 1.97 N/A 4.62 Mirafi 5XT 3 4.45 450 1.00 0.18 857 2562 N/A 2.71 N/A 6.46 Mirafi 5XT46.35 299 1.00 0.17 780 2562 N/A 4.63 N/A 10.34 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:48 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL M1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: WALL M1, H=9.21', LOWER TIER WALL, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........ALL M1 TIER H=9'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:48 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL M1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,139.0 lb/ft ³ Design value of internal angle of friction,26.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3905 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.4847 Kae ( Kh = 0 ) = 0.3522 Kae = 0.1325Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:48 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL M1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:48 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL M1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:48 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL M1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 9.21 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 8.21 ft }Batter,6.0 [deg] Backslope,0.0 [deg]Backslope rise 0.0 [ft]Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] OTHER EXTERNAL LOAD(S)[S1] Strip Load, Qv-d = 794.0 and Qv-l = 0.0 [lb/ft ²].Footing width, b=100.0 [ft]. Distance of center of footing from wall face, d = 54.4 [ft] @ depth of 0.0 [ft] below soil surface. ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 I ------c::1 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:48 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL M1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 6.29, Meyerhof stress = 1602 lb/ft². Foundation Interface: Direct sliding, Fs = 1.773, Eccentricity, e/L = 0.0181, Fs-overturning = 6.02 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 12.00 2 2.38 4.58 4.583 28.557 2.222 0.0057 Mirafi 5XT22.55 12.00 2 2.33 4.83 4.834 24.503 2.708 -0.0302 Mirafi 5XT34.46 12.00 2 3.01 6.78 6.778 27.049 3.521 -0.0653 Mirafi 5XT 4 6.37 12.00 2 5.21 12.86 12.863 39.102 5.283 -0.1029 Mirafi 5XT57.65 12.00 2 9.65 25.41 25.412 62.673 8.671 -0.1329 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 5.63, Meyerhof stress = 1694 lb/ft².Foundation Interface: Direct sliding, Fs = 1.431, Eccentricity, e/L = 0.0443, Fs-overturning = 4.73 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.64 12.00 2 1.71 3.58 3.582 16.258 1.807 0.0278 Mirafi 5XT 2 2.55 12.00 2 1.69 3.80 3.800 14.057 2.262 -0.0181 Mirafi 5XT34.46 12.00 2 2.14 5.02 5.022 14.360 3.044 -0.0600 Mirafi 5XT46.37 12.00 2 3.49 8.02 8.025 16.691 4.777 -0.1015 Mirafi 5XT 5 7.65 12.00 2 5.79 12.04 12.037 19.202 8.151 -0.1326 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:48 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL M1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6 [ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 10079 9531 [lb/ft ²]Meyerhof stress,V 1601.6 1694 [lb/ft ²] Eccentricity, e 0.22 0.53 [ft]Eccentricity, e/L 0.018 0.044Fs calculated 6.29 5.63 Base length 12.00 12.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 -1 -----....F9 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:48 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL M1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.773 and Fs-seismic = 1.431 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 12.00 2.222 1.807 2 Mirafi 5XT22.55 12.00 2.708 2.262 2 Mirafi 5XT 3 4.46 12.00 3.521 3.044 2 Mirafi 5XT46.37 12.00 5.283 4.777 2 Mirafi 5XT57.65 12.00 8.671 8.151 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0181, e/L seismic = 0.0443; Overturning: Fs-static = 6.02, Fs-seismic = 4.73 #Geogrid Elevation [ft] Geogrid Length [ft] e / L Static e / L Seismic Geogrid Type #Product name 1 0.64 12.00 0.0057 0.0278 2 Mirafi 5XT 2 2.55 12.00 -0.0302 -0.0181 2 Mirafi 5XT34.46 12.00 -0.0653 -0.0600 2 Mirafi 5XT46.37 12.00 -0.1029 -0.1015 2 Mirafi 5XT 5 7.65 12.00 -0.1329 -0.1326 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:48 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL M1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 559.08 226.56 N/A 4.583 N/A 3.582 Mirafi 5XT22.55 2562 530.02 209.09 N/A 4.834 N/A 3.800 Mirafi 5XT 3 4.46 2562 378.02 191.62 N/A 6.778 N/A 5.022 Mirafi 5XT46.37 2562 199.21 174.15 N/A 12.863 N/A 8.025 Mirafi 5XT57.65 2562 100.83 162.45 N/A 25.412 N/A 12.037 Mirafi 5XT 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 StaticFs Actual StaticFs Avail.Seism. Pullout, Pr[lb/ft] Specified SeismicFs Actual SeismicFs 1 0.64 1.000 559.1 226.6 11.70 0.30 15965.9 12772.7N/A 28.557 N/A 16.258 2 2.55 1.000 530.0 209.1 10.80 1.20 12986.9 10389.6N/A 24.503 N/A 14.05734.46 1.000 378.0 191.6 9.89 2.11 10225.3 8180.2N/A 27.049 N/A 14.36046.37 1.000 199.2 174.2 8.99 3.01 7789.5 6231.6N/A 39.102 N/A 16.691 5 7.65 1.000 100.8 162.4 8.39 3.61 6319.5 5055.6N/A 62.673 N/A 19.202 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:48 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL M1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 559 1.00 0.28 1332 2562 N/A 2.38 N/A 4.58 Mirafi 5XT 2 2.55 530 1.00 0.26 1234 2562 N/A 2.33 N/A 4.83 Mirafi 5XT34.46 378 1.00 0.24 1136 2562 N/A 3.01 N/A 6.78 Mirafi 5XT46.37 199 1.00 0.22 1038 2562 N/A 5.21 N/A 12.86 Mirafi 5XT 5 7.65 101 1.00 0.21 973 2562 N/A 9.65 N/A 25.41 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 786 1.00 0.23 1065 2562 N/A 1.71 N/A 3.58 Mirafi 5XT 2 2.55 739 1.00 0.21 987 2562 N/A 1.69 N/A 3.80 Mirafi 5XT34.46 570 1.00 0.19 909 2562 N/A 2.14 N/A 5.02 Mirafi 5XT46.37 373 1.00 0.18 831 2562 N/A 3.49 N/A 8.02 Mirafi 5XT 5 7.65 263 1.00 0.17 778 2562 N/A 5.79 N/A 12.04 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:30 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL S1 TIER H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: WALL S1, H=4.12', LOWER TIER WALL, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........ALL S1 TIER H=4'.BEN Original date and time of creating this file:4/24/2023 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:30 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL S1 TIER H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,139.0 lb/ft ³ Design value of internal angle of friction,26.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3905 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.4847 Kae ( Kh = 0 ) = 0.3522 Kae = 0.1325Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:30 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL S1 TIER H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:30 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL S1 TIER H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:30 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL S1 TIER H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 4.12 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 3.12 ft }Batter,6.0 [deg] Backslope,0.0 [deg]Backslope rise 0.0 [ft]Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] OTHER EXTERNAL LOAD(S)[S1] Strip Load, Qv-d = 1877.0 and Qv-l = 0.0 [lb/ft ²].Footing width, b=100.0 [ft]. Distance of center of footing from wall face, d = 54.7 [ft] @ depth of 0.5 [ft] below soil surface. ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 I Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:30 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL S1 TIER H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 5.56, Meyerhof stress = 2286 lb/ft². Foundation Interface: Direct sliding, Fs = 5.259, Eccentricity, e/L = -0.0952, Fs-overturning = 61.67 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 18.00 2 4.85 11.60 11.604 120.705 7.408 -0.1011 Mirafi 5XT22.55 18.00 2 7.33 19.29 19.291 169.496 19.159 -0.1176 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 5.58, Meyerhof stress = 2281 lb/ft².Foundation Interface: Direct sliding, Fs = 4.874, Eccentricity, e/L = -0.0943, Fs-overturning = 56.65 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.64 18.00 2 3.52 8.86 8.864 66.679 6.925 -0.1005 Mirafi 5XT 2 2.55 18.00 2 5.11 12.97 12.967 79.431 18.391 -0.1175 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:30 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL S1 TIER H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 12699 12726 [lb/ft ²]Meyerhof stress,V 2285.8 2281 [lb/ft ²] Eccentricity, e -1.71 -1.70 [ft]Eccentricity, e/L -0.095 -0.094Fs calculated 5.56 5.58 Base length 18.00 18.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:30 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL S1 TIER H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 5.259 and Fs-seismic = 4.874 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 18.00 7.408 6.925 2 Mirafi 5XT22.55 18.00 19.159 18.391 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = -0.0952, e/L seismic = -0.0943; Overturning: Fs-static = 61.67, Fs-seismic = 56.65 #Geogrid Elevation [ft] Geogrid Length [ft] e / L Static e / L Seismic Geogrid Type #Product name 1 0.64 18.00 -0.1011 -0.1005 2 Mirafi 5XT 2 2.55 18.00 -0.1176 -0.1175 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:30 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL S1 TIER H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 220.81 98.96 N/A 11.604 N/A 8.864 Mirafi 5XT22.55 2562 132.83 93.92 N/A 19.291 N/A 12.967 Mirafi 5XT 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 StaticFs Actual StaticFs Avail.Seism. Pullout, Pr[lb/ft] Specified SeismicFs Actual SeismicFs 1 0.64 1.000 220.8 99.0 17.70 0.30 26652.5 21322.0N/A 120.705 N/A 66.679 2 2.55 1.000 132.8 93.9 16.80 1.20 22513.4 18010.7N/A 169.496 N/A 79.431 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Mon Oct 16 15:02:30 2023 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL S1 TIER H=4'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 221 1.00 0.23 1071 2562 N/A 4.85 N/A 11.60 Mirafi 5XT 2 2.55 133 1.00 0.21 973 2562 N/A 7.33 N/A 19.29 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 320 1.00 0.18 857 2562 N/A 3.52 N/A 8.86 Mirafi 5XT 2 2.55 227 1.00 0.17 779 2562 N/A 5.11 N/A 12.97 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 12:55:20 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:CARLSBAD VETERANS MEMORIAL PARKProject Number:23-019 Client:RJM DESIGN GROUPDesigner:MMMStation Number: Description: WALL T1, H=9.21', LOWER TIER, ALLAN BLOCK ABBEY, MIRAGRID Company's information: Name:M3 CIVIL ENGINEERING, INC.Street:PO BOX 923 OCEANSIDE, CA 92049Telephone #:760-802-1772 Fax #:E-Mail:MATT@M3CE.COM Original file path and name:C:\Users\M3CE\OneDrive\Documents\1 M3CE\1 Active Projec..........ALL T1 TIER H=9'.BEN Original date and time of creating this file:5/7/2024 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 1 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 12:55:20 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,30.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,30.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.139.0 lb/ft ³Equivalent internal angle of friction,equiv.26.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 60.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity is controlled by general shear. Bearing capacity factors (calculated by MSEW): Nc = 22.25 N = 12.54 SEISMICITY Maximum ground acceleration coefficient, A = 0.350Design acceleration coefficient in Internal Stability: Kh = Am = 0.385 Design acceleration coefficient in External Stability: Kh_d = 0.175 => Kh = Am = 0.175 (Kh in External Stability is based on allowable displacement, d = 69 mm. using FHWA-NHI-00-043 equation) Kae ( Kh > 0 ) = 0.4138 Kae ( Kh = 0 ) = 0.2946 Kae = 0.1191Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 2 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 12:55:20 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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]3500.0Durability reduction factor, RFd 1.15Installation-damage reduction factor, RFid 1.10 Creep reduction factor, RFc 1.45Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 7400.01.151.10 1.45N/A1.000 30.00 0.85ꞏtan 0.8 N/A N/A N/A N/AFriction angle along geogrid-soil interface,30.00Pullout resistance factor, F*0.85ꞏtan Scale-effect correction factor,0.8 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 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 3 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 12:55:20 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 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 0.87/0.64 ft. Horizontal distance to Center of Gravity of block is 0.44 ft. Average unit weight of block is = 159.34 lb/ft ³f ****** Important: Hinge height concept is ignored. ****** Z / Hd To-static / Tmax or To-seismic / Tmd Top of wall0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax or To-seismic / Tmd 0.00 1.000.25 1.000.50 1.00 0.75 1.001.00 1.00 Geogrid Type #1CRult(1)(2) (3) Geogrid Type #2CRult Geogrid Type #3CRult Geogrid Type #4CRult Geogrid Type #5CRult 1.0 1.00 1.0 1.00 1.0 1.00 N/A N/A Geogrid Type #1CRcr Geogrid Type #2CRcr Geogrid Type #3CRcr Geogrid Type #4CRcr Geogrid Type #5CRcr 0.0 0.24 0.0 0.19 0.0 0.10 2835.4 0.59 4243.4 0.48 2464.0 0.273428.6 0.59 5714.3 0.48 3325.7 0.285714.3 0.28 N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²] CRult = Tc-ult / TultCRcr = Tcre / Tult In seismic analysis, long term strength is reduced to 80% of its static value. D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Mirafi 3XT Mirafi 5XT Mirafi 8XT N/A N/A Connection strength reduction factor, RFd 1.00 1.00 1.00 N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 4 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 12:55:20 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 9.21 [ft]{ Embedded depth is E = 1.00 ft, and height above top of finishedbottom grade is H = 8.21 ft }Batter,6.0 [deg] Backslope,0.0 [deg]Backslope rise 0.0 [ft]Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] OTHER EXTERNAL LOAD(S)[S1] Strip Load, Qv-d = 2027.0 and Qv-l = 0.0 [lb/ft ²].Footing width, b=100.0 [ft]. Distance of center of footing from wall face, d = 59.0 [ft] @ depth of 0.5 [ft] below soil surface. ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 5 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 I ------c::1 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 12:55:20 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 5.81, Meyerhof stress = 2009 lb/ft². Foundation Interface: Direct sliding, Fs = 1.742, Eccentricity, e/L = -0.0535, Fs-overturning = 7.72 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall[connection strength] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 0.64 15.00 2 2.38 4.58 4.583 45.725 2.175 -0.0678 Mirafi 5XT22.55 15.00 2 2.33 4.83 4.834 40.663 2.635 -0.1110 Mirafi 5XT34.46 15.00 2 3.01 6.78 6.778 46.388 3.469 -0.1562 Mirafi 5XT 4 6.37 15.00 2 3.46 8.54 8.540 46.555 5.583 -0.2057 Mirafi 5XT ANALYSIS: CALCULATED FACTORS (Seismic conditions) Bearing capacity, Fs = 6.16, Meyerhof stress = 1951 lb/ft².Foundation Interface: Direct sliding, Fs = 1.512, Eccentricity, e/L = -0.0401, Fs-overturning = 6.64 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall [connectionstrength] Fs-overall [geogridstrength] Geogrid strength Fs Pullout resistance Fs Direct sliding Fs Eccentricity e/L Product name[ft][ft] 1 0.64 15.00 2 1.68 3.45 3.453 24.805 1.901 -0.0566 Mirafi 5XT22.55 15.00 2 1.66 3.65 3.651 22.129 2.354 -0.1051 Mirafi 5XT 3 4.46 15.00 2 2.09 4.76 4.758 22.966 3.177 -0.1537 Mirafi 5XT46.37 15.00 2 2.39 5.70 5.702 21.632 5.254 -0.2051 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 6 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 12:55:20 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6 [ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 11673 12024 [lb/ft ²]Meyerhof stress,V 2009.1 1951 [lb/ft ²] Eccentricity, e -0.80 -0.60 [ft]Eccentricity, e/L -0.054 -0.040Fs calculated 5.81 6.16 Base length 15.00 15.00 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 7 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 -1 .... - -----....F9 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 12:55:20 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.742 and Fs-seismic = 1.512 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.64 15.00 2.175 1.901 2 Mirafi 5XT22.55 15.00 2.635 2.354 2 Mirafi 5XT 3 4.46 15.00 3.469 3.177 2 Mirafi 5XT46.37 15.00 5.583 5.254 2 Mirafi 5XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = -0.0535, e/L seismic = -0.0401; Overturning: Fs-static = 7.72, Fs-seismic = 6.64 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.64 15.00 -0.0678 -0.0566 2 Mirafi 5XT22.55 15.00 -0.1110 -0.1051 2 Mirafi 5XT 3 4.46 15.00 -0.1562 -0.1537 2 Mirafi 5XT46.37 15.00 -0.2057 -0.2051 2 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 8 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 12:55:20 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.64 2562 559.08 265.40 N/A 4.583 N/A 3.453 Mirafi 5XT22.55 2562 530.02 249.12 N/A 4.834 N/A 3.651 Mirafi 5XT 3 4.46 2562 378.02 232.83 N/A 6.778 N/A 4.758 Mirafi 5XT46.37 2562 300.04 216.54 N/A 8.540 N/A 5.702 Mirafi 5XT RESULTS for PULLOUT Live Load included in calculating Tmax #GeogridElevation [ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft]La[ft]Avail.StaticPullout, Pr [lb/ft] SpecifiedStatic Fs ActualStatic Fs Avail.Seism.Pullout, Pr [lb/ft] SpecifiedSeismic Fs ActualSeismic Fs 1 0.64 1.000 559.1 265.4 14.70 0.30 25563.9 20451.1N/A 45.725 N/A 24.80522.55 1.000 530.0 249.1 13.80 1.20 21552.4 17241.9N/A 40.663 N/A 22.129 3 4.46 1.000 378.0 232.8 12.89 2.11 17535.6 14028.5N/A 46.388 N/A 22.96646.37 1.000 300.0 216.5 11.99 3.01 13968.4 11174.7N/A 46.555 N/A 21.632 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 9 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls CARLSBAD VETERANS MEMORIAL PARK Present Date/Time: Tue May 07 12:55:20 2024 C:\..... M3CE\1 Active Projects\Carlsbad Veterans Memorial Park\Calculations\WALL T1 TIER H=9'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 559 1.00 0.28 1332 2562 N/A 2.38 N/A 4.58 Mirafi 5XT 2 2.55 530 1.00 0.26 1234 2562 N/A 2.33 N/A 4.83 Mirafi 5XT34.46 378 1.00 0.24 1136 2562 N/A 3.01 N/A 6.78 Mirafi 5XT46.37 300 1.00 0.22 1038 2562 N/A 3.46 N/A 8.54 Mirafi 5XT RESULTS for CONNECTION (seismic conditions)****** Important: Hinge height concept is ignored. ******Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.64 824 1.00 0.23 1065 2562 N/A 1.68 N/A 3.45 Mirafi 5XT22.55 779 1.00 0.21 987 2562 N/A 1.66 N/A 3.65 Mirafi 5XT 3 4.46 611 1.00 0.19 909 2562 N/A 2.09 N/A 4.76 Mirafi 5XT46.37 517 1.00 0.18 831 2562 N/A 2.39 N/A 5.70 Mirafi 5XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 CARLSBAD VETERANS MEMORIAL PARK Copyright © 1998-2019 ADAMA Engineering, Inc. License number MSEW-301738 Page 10 of 10 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0