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Home My WebLink AboutCT 01-09; La Costa Town Square Commercial; Anchor/Retaining Wall Design; 2012-05-021\f\ f4 one engineering inc RECORD COPY Date Anchor Retaining Wall Structural Calculations for La Costa Town Square - Commercial City OfCarlsbad, CA May 2, 2012 W.O. #496-000 Prepared by: Matthew M. Merritt, P.E Red One Engineering, Inc. 1295 Distribution Way Vista, Ca 92081 Prepared for: O'Day Consultants, Inc. 2710 Loker Avenue West, Suite 100 Carlsbad, Ca 92010 o o Ul Tea on engineering inc May 2, 2012 W.O. #496-000 O'Day Consultants, Inc. 2710 Loker Avenue West, Suite 100 ^ ^ ^ Carlsbad, CA 92010 DECEIVED Attention: Mr. Tim Carroll ^'^^^ ^ ^^^^ LAND U£VELOPIVI£NT Subject: Anchor Retaining Wall Structural Calculations ENGINEERING La Costa Town Square - Commercial City of Carlsbad, California Please find enclosed the structural wall calculations for the La Costa Town Square - Commercial retaining walls. The Anchor retaining wall was designed using the SRWall 4.0 design software developed by National Concrete Masonry Association. The retaining walls have been designed for internal and external wall stability only. The Geotechnical Engineer of Record shall confirm site global stability. The General contractor/developer shall coordinate the installation of all subterranean construction within the reinforced zone of the Anchor walls. Red One Engineering, Inc. shall be consulted priorto any excavation within the reinforced zone. All efforts shall be made to coordinate the installation of subterranean features during wall construction to limit future disturbance ofthe geogrid reinforcement. Anchor Retaining Wall Systems are active systems and may exhibit slight movement or creep over time as the geogrid reinforcement elongate to develop full tensile resistance. The owner should be aware that structures and pavement placed within the reinforced or retained zones of the wall may undergo movement that can lead to surface cracking. It is recommended that the compacted soil in the reinforced and retained zones be allowed to consolidate for a time up to 45 days to allow for the elongation of the geogrid reinforcement. This will allow for any slight movement or creep to occur before placement of structures or pavement on top of the fill and further mitigate the possibility of surface cracking. It is also recommended a maintenance program be implemented by the property owner to monitor and repair any cracking in the finished surface above the Anchor retaining wall to prevent water infiltration and hydrostatic pressures. 1295 distribution way, vista, California 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1 engineering.com Soil design parameters are based upon the Geotechnical Investigation by Southern California Soil & Testing, Inc. dated January 4, 2012. All soil design parameters shall be confirmed by the geotechnical engineer prior to the commencement of construction. The owner shall provide a special inspector, approved by the City of Carlsbad, to observe the wall installation to satisfy the special inspection requirements as noted on the Title Sheet and Notes of the Anchor Retaining Wall Plans. Please contact the undersigned with any questions regarding the Anchor Retaining Wall Structural Calculations or the Anchor Retaining Wall Plans. Sincerely, Red One Engineering, Inc. 1295 distribution way, vista, California 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1 engineering.com ABBREVIATIONS: f = soil internal friction angle c = soil cohesion value g = soil unit weight in pounds per cubic foot Tuit = ultimate tensile strength RFcr = creep reduction factor RFd = durability reduction factor RFid = installation damage reduction factor LTDS = long term design strength FS = factor of safety Tal = allowable tension Tci = peak connection tension Tsc = serviceability connection tension Ci = pullout soil interaction coefficient Cds = direct shear soil interaction coefficient VERTICA LEVEL ABOVE STATIC National Concrete Masonary Association Page 1 of 6 SRWall (Version 41 Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project Fiie Vendor Data File Date and Time 491-000 LOTS - COIUIIUERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=8' H=8'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wali Height(ft) Exposed Wali Design Height(ft) Number of Segmental Wali Units Wail Inciination(degrees) 8.00 1.00 7.00 12 2.00 Grades Top Siope(degrees) : 0.00 Broken Back Distance(ft) : 2.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohiesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfiiled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Tvpe and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 4 Miragrid 5XT 0 Miragrid 8XT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid 3XT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid 8XT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capaclty(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid 3XT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid 8XT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid 3XT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid 8XT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficlents of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) internal iViodified Back Siope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontai Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.283 0.269 0.000 55.226 0.282 0.249 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Static Analvsis Calculated Design Criteria FOS Sliding 2.35 > 1.50 FOS Overturning 4.11 >2.00 FOS Bearing Capacity 5.87 >2.00 Base Reinforcement Length (L)(ft) 6.00 Base Reinforcement Ratio (L/H) 0.75 >0.60 Results of Internal Stabilitv Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 11 Miragrid 3XT 6.67 8.00 2.60 6.57 1.86 13.05 OK 8 Miragrid 3XT 4.67 6.00 1.92 4.50 2.35 5.98 OK 5 Miragrid 3XT 2.67 6.00 3.24 3.26 4.60 4.00 OK 2 Miragrid 3XT 0.67 6.00 4.56 3.11 8.50 3.03 OK Results of Facing Stabilitv Static Analvsis SRW Unit » Heei Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 11 6.67 Miragrid 3XT 5.95 10.16 8 4.67 Miragrid 3XT 4.48 5 2.67 Miragrid 3XT 2.21 2 0.67 Miragrid 3XT 2.26 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 2.00 ft 0.26 ft N H 8.00 ft LOO dig 1.00 fl 1 i i i i i 1 i 1 i I W i L = S.OO ft. Miragrid 3XT NGragrid3XT Miragrid 3XT Mira^d 3XT T 0.50 ft 6.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data Fiie Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=8' H=8'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data Fiie Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=6' H=6'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wali Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wail Units Wali Inclination(degrees) 6.00 1.00 5.00 9 2.00 Grades Top Slope(degrees) : 0.00 Broken Back Distance(ft) : 2.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(4>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfiiled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 3 Miragrid 5XT 0 Miragrid 8XT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid 3XT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid 8XT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid 3XT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid 8XT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid 3XT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid 8XT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficlents of Earth Pressure and Failure Plane Orientation Reinforcement Soii(Static)(Ka) Reinforcement Soii(Static)(Kah Horizontal Component) Internal Modified Back Siope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soii(Static)(Ka) Retained Soil(Static)(Kah Horizontai Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.283 0.269 0.000 55.226 0.282 0.249 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Static Analysis Calculated Design Criteria FOS Sliding 2.36 > 1.50 FOS Overturning 4.42 >2.00 FOS Bearing Capacity 6.75 >2.00 Base Reinforcement Length (L)(ft) 5.00 Base Reinforcement Ratio (L/H) 0.83 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 8 Miragrid 3XT 4.67 7.00 2.92 6.57 2.08 12.25 OK 5 Miragrid 3XT 2.67 5.00 2.24 4.50 2.74 5.39 OK 2 Miragrid 3XT 0.67 5.00 3.56 3.99 6.19 3.55 OK Results of Facina Stability Static Analysis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 8 4.67 Miragrid 3XT 5.95 10.16 5 2.67 Miragrid 3XT 4.48 2 0.67 Miragrid 3XT 2.71 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 0.19 ft 6.00 ft 2.00 dig 1.00 ft 1 c: 2.00 ft L = 7.00 ft. Miragrid 3XT Mira^d3XT Mragrid3XT T 0.50 ft 5.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=6' H=6'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Project identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project Fiie Vendor Data Fiie Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=4' H=4'.prj 04/25/2012 09:47:06 Type of Structure : Reinforced Wall Wall Geometry Design Wail Height(ft) Embedment Wall Height(ft) Exposed Wail Design Height(ft) Number of Segmental Wail Units Wali Inclination(degrees) 4.00 1.00 3.00 6 2.00 Grades Top Slope(degrees) : 0.00 Broken Back Distance(ft) : 2.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(ib) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 2 Miragrid 5XT 0 Miragrid 8XT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid 3XT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid 8XT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid 3XT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid 8XT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid 3XT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid 8XT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficlents of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Siope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soii(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontai(degrees) for External Stability 0.283 0.269 0.000 55.226 0.282 0.249 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stability Static Analysis Calculated Design Criteria FOS Sliding 2.36 > 1.50 FOS Overturning 5.08 >2.00 FOS Bearing Capacity 8.42 >2.00 Base Reinforcement Length (L)(ft) 4.00 Base Reinforcement Ratio (L/H) 1.00 >0.60 Results of Internal Stability Static Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 5 Miragrid 3XT 2.67 6.00 3.24 6.57 2.31 11.44 OK 2 Miragrid 3XT 0.67 4.00 2.56 5.56 3.87 4.81 OK Results of Facing Stability Static Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 5 2.67 Miragrid 3XT 5.95 10.16 2 0.67 Miragrid 3XT 5.64 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 0.12 ft 2.00 ft 4.00 ft 2.00 dig 1.00 ft 1 L = 6.00 ft. Mragrid3XT Miragrid 3XT 4.00 ft 0.50 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=4' H=4'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 VERTICA LEVEL ABOVE SEISMIC National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=8' H=8'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceleration(PGA Ratio) 0.31 Wall Geometry Design Wall Height(ft) Embedment Wail Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wali Inciination(degrees) 8.00 1.00 7.00 12 2.00 Grades Top Slope(degrees) : 0.00 Broken Back Distance(ft) : 2.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilied)(lb) Unit Weight (lnfiiled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 4 Miragrid 5XT 0 Miragrid 8XT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid 3XT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid 8XT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid 3XT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid 8XT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid 3XT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid 8XT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used : No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficlents of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontai Component) Reinforcement Soii(Static + Dynamic)(Kae) Reinforcement Soii(Static + Dynamic)(Kaeh horizontai Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.283 0.269 0.375 0.356 0.000 55.226 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Seismic Analvsis Calculated Design Criteria FOS Sliding 2.06 > 1.10 FOS Overturning 3.48 > 1.50 FOS Bearing Capacity 6.35 > 1.50 Base Reinforcement Length (L)(ft) 6.00 Base Reinforcement Ratio (L/H) 0.75 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 11 Miragrid 3XT 6.67 8.00 2.60 11.19 1.98 11.93 OK 8 Miragrid 3XT 4.67 6.00 1.92 7.47 2.44 5.35 OK 5 Miragrid 3XT 2.67 6.00 3.24 5.35 4.72 3.54 OK 2 Miragrid 3XT 0.67 6.00 4.56 5.09 8.68 2.67 OK Results of Facing Stability Seismic Analysis SRW Unit # Heei Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 11 6.67 Miragrid 3XT 2.65 4.08 8 4.67 Miragrid 3XT 2.94 5 2.67 Miragrid 3XT 2.27 2 0.67 Miragrid 3XT 2.30 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 2.00 ft 0.26 ft H H 8.00 ft 2.00 d 1.00 fl 1 i i i i i i i i i i i i i L = S.OO ft. Mh:agrid3XT Mragrid 3XT Miragrid 3XT IVCragrid3XT T 0.50 ft 6.00 ft Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=8' H=8'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=6' H=6'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceieration(PGA _ Ratio) • ""^^ Wall Geometry Design Wall Height(ft) Embedment Wail Height(ft) Exposed Wali Design Height(ft) Number of Segmental Wall Units Wail Inclination(degrees) 6.00 1.00 5.00 9 2.00 Grades Top Siope(degrees) : 0.00 Broken Back Distance(ft) : 2.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(4>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfiiled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 3 Miragrid 5XT 0 Miragrid 8XT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid 3XT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid 8XT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid 3XT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid 8XT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid 3XT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid 8XT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficlents of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soii(Static)(Kah Horizontal Component) Reinforcement Soii(Static + Dynamic)(Kae) Reinforcement Soii(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Siope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.283 0.269 0.375 0.356 0.000 55.226 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stability Seismic Analvsis Calculated Design Criteria FOS Sliding 2.29 > 1.10 FOS Overturning 4.28 > 1.50 FOS Bearing Capacity 8.34 > 1.50 Base Reinforcement Length (L)(ft) 5.00 Base Reinforcement Ratio (L/H) 0.83 >0.60 Results of Internal Stability Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 8 Miragrid 3XT 4.67 7.00 2.92 12.59 2.50 13.73 OK 5 Miragrid 3XT 2.67 5.00 2.24 7.97 3.04 5.55 OK 2 Miragrid 3XT 0.67 5.00 3.56 6.88 6.67 3.49 OK Results of Facing Stabilitv Seismic Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 8 4.67 Miragrid 3XT 2.65 4.59 5 2.67 Miragrid 3XT 3.14 2 0.67 Miragrid 3XT 2.91 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 2.00 ft 0.19 ft h4 H 6.00 ft 2.00 dig 1.00 ft 1 L = 7.00 ft. Miragrid 3XT Miragrid 3XT T -M= 0.50 ft -H 5,00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=6' H=6'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 Proiect Identification SRWall (Version 4) Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project Fiie Vendor Data Fiie Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=4' H=4'.pri 04/25/2012 09:47:06 Type of Structure : Reinforced Wall Seismic Analysis Details Peak Ground Acceieration(PGA Ratio) 0.31 Wall Geometry Design Wall Height(ft) 4.00 Embedment Wail Height(ft) 1.00 Exposed Wail Design Height(ft) 3.00 Number of Segmental Wali Units 6 Wall Inclination(degrees) 2.00 Grades Top Siope(degrees) 0.00 Broken Back Distance(ft) 2.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) 250.00 Live Load Surcharge Setback(ft) :2.00 Dead Load Surcharge(Psf) :0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soli Zone Description Cohesion (c) (psf) Friction Angie($) (degrees) Unit Weight (7)(Pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(ib) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 2 Miragrid 5XT 0 Miragrid 8XT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid 3XT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid 8XT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid 3XT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid 8XT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle iUlaximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid 3XT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid 8XT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficlents of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontai Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soii(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Siope(Bext) Orientation of failure plane from horizontai(degrees) for External Stability 0.130 0.130 0.283 0.269 0.375 0.356 0.000 55.226 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stability Seismic Analysis Calcuiated Design Criteria FOS Sliding 2.76 > 1.10 FOS Overturning 6.15 > 1.50 FOS Bearing Capacity 12.28 >1.50 Base Reinforcement Length (L)(ft) 4.00 Base Reinforcement Ratio (L/H) 1.00 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 5 Miragrid 3XT 2.67 6.00 3.24 14.39 3.16 16.57 OK 2 Miragrid 3XT 0.67 4.00 2.56 10.64 4.63 5.83 OK Results of Facing Stability Seismic Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 5 2.67 Miragrid 3XT 2.65 5.25 2 0.67 Miragrid 3XT 4.19 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 0.12 ft 2.00 ft N H 4.00 ft 2.00 deg 1.00 ft 1 rz iiiiiiiiii L = 6.00 ft. Miragrid 3XT Miragrid 3XT -H 4.00 ft 0.50 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project Fiie Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=4' H=4'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 VERTICA 2:1 ABOVE STATIC National Concrete Masonary Association Page 1 of 7 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data Fiie Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=12'-2:1 ABOVE 2-1 H=12'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wali Height(ft) Embedment Wall Height(ft) Exposed Wail Design Height(ft) Number of Segmental Wail Units Wail Inclination(degrees) 12.00 I. 00 II. 00 18 2.00 Grades Top Slope(degrees) : 26.56 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 0.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(^) (degrees) Unit Weight {7)(Pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 0 Miragrid 5XT 0 Miragrid 8XT 9 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid 3XT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid 8XT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid 3XT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid 8XT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid 3XT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid 8XT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficlents of Earth Pressure and Failure Plane Orientation Reinforcement Soii(Static)(Ka) Reinforcement Soii(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soii(Static)(Ka) Retained Soii(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontai(degrees) for External Stability 0.497 0.472 26.560 42.067 0.515 0.455 26.560 41.109 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Static Analvsis Calculated Design Criteria FOS Sliding 1.83 > 1.50 FOS Overturning 5.08 >2.00 FOS Bearing Capacity 12.50 >2.00 Base Reinforcement Length (L)(ft) 21.00 Base Reinforcement Ratio (L/H) 1.75 >0.60 Results of Internal Stability Static Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 17 Miragrid 8XT 10.67 21.00 8.55 41.10 124.46 2.47 OK 16 Miragrid 8XT 10.00 21.00 9.27 26.31 90.89 2.43 OK 14 Miragrid 8XT 8.67 21.00 10.70 12.81 56.07 2.33 OK 12 Miragrid 8XT 7.33 21.00 12.13 9.14 49.52 2.23 OK 10 Miragrid 8XT 6.00 21.00 13.56 7.14 46.76 2.12 OK 8 Miragrid 8XT 4.67 21.00 14.99 5.82 45.34 2.02 OK 6 Miragrid 8XT 3.33 21.00 16.43 4.92 45.02 1.93 OK 4 Miragrid 8XT 2.00 21.00 17.85 4.28 45.38 1.84 OK 2 Miragrid 8XT 0.67 21.00 19.28 3.77 45.75 1.76 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stability Static Analvsis SRW Unit # Heei Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 17 10.67 Miragrid 8XT 3.39 12.99 16 10.00 Miragrid 8XT 8.71 14 8.67 Miragrid 8XT 4.62 12 7.33 Miragrid 8XT 3.57 10 6.00 Miragrid 8XT 3.00 8 4.67 Miragrid 8XT 2.62 6 3.33 Miragrid 8XT 2.36 4 2.00 Miragrid 8XT 2.18 2 0.67 Miragrid 8XT 2.03 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft Miragrid 8XT Miragrid 8XT Miragrid SXT Miragrid 8X1 K&agrid SXT ^Dragrid 8XT Kfiragrid 8XT Miragrid 8X1 ^^iragrid SXT 0.50 ft 21.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=12'-2:1 ABOVE 2-1 H=12'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Project Identification SRWall (Version 4) Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=10'-2:1 ABOVE 2-1 H=10'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Waii Height(ft) 10.00 Embedment Wall Height(ft) 1.00 Exposed Wall Design Height(ft) 9.00 Number of Segmental Wali Units 15 Wall Inciination(degrees) 2.00 Grades Top Slope(degrees) 26.56 Uniform Distributed Surcharge Live Load Surcharge(Psf) 0.00 Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle($) (degrees) Unit Weight (Y)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(ib) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 1 Miragrid SXT 0 Miragrid 8XT 5 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid 3XT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid 8XT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid 8XT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficlents of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontai Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Siope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.497 0.472 26.560 42.067 0.515 0.455 26.560 41.109 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Static Analvsis Calculated Design Criteria FOS Sliding 1.78 > 1.50 FOS Overturning 4.71 >2.00 FOS Bearing Capacity 11.58 >2.00 Base Reinforcement Length (L)(ft) 16.00 Base Reinforcement Ratio (L/H) 1.60 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 14 Miragrid SXT 8.67 16.00 5.70 9.93 34.09 2.62 OK 11 Miragrid SXT 6.67 16.00 7.84 8.55 22.83 2.37 OK 8 Miragrid SXT 4.67 16.00 9.99 6.60 26.09 2.14 OK 6 Miragrid SXT 3.33 16.00 11.43 6.40 31.63 2.01 OK 4 Miragrid SXT 2.00 16.00 12.85 5.35 32.29 1.88 OK 2 Miragrid SXT 0.67 16.00 14.28 4.57 33.04 1.77 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stability Static Analvsis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 14 8.67 Miragrid SXT 3.39 5.79 11 6.67 Miragrid SXT 3.09 8 4.67 Miragrid SXT 2.68 6 3.33 Miragrid SXT 2.78 4 2.00 Miragrid SXT 2.49 2 0.67 Miragrid SXT 2.26 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 10.00 ft Miragrid 3XT ^Cragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT 0.50 ft 16.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=10'-2:1 ABOVE 2-1 HsIO'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NC]VIA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page I of 6 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=8' - 2:1 ABOVE 2-1 H=8'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wali Design Height(ft) Number of Segmental Wali Units Wall Inciination(degrees) 8.00 1.00 7.00 12 2.00 Grades Top Slope(degrees) : 26.56 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 0.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu){lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Tvpe and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 2 Miragrid 5XT 0 Miragrid SXT 2 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT SSS.OO 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used : No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Siope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.497 0.472 26.560 42.067 0.515 0.455 26.560 41.109 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stability Static Analvsis Calculated Design Criteria FOS Sliding 1.80 > 1.50 FOS Overturning 4.84 >2.00 FOS Bearing Capacity 12.27 >2.00 Base Reinforcement Length (L)(ft) 13.00 Base Reinforcement Ratio (L/H) 1.62 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 11 Miragrid 3XT 6.67 13.00 4.84 9.93 23.93 2.79 OK 8 Miragrid SXT 4.67 13.00 6.99 4.05 17.38 2.42 OK 5 Miragrid SXT 2.67 13.00 9.13 5.34 16.88 2.11 OK 2 Miragrid SXT 0.67 13.00 11.28 4.76 21.54 1.87 OK Results of Facing Stability Static Analvsis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=:1.50 FOS Connection >=1.50 11 6.67 Miragrid 3XT 3.39 5.79 8 4.67 Miragrid 3XT 2.55 5 2.67 Miragrid SXT 2.17 2 0.67 Miragrid SXT 2.14 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 8.00 ft 0.50 ft 13.00 ft Miragrid 3X1 Miragrid 3XT Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=8' - 2:1 ABOVE 2-1 H=8'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=6' - 2:1 ABOVE 2-1 H=6'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) 6.00 Embedment Wali Height(ft) 1.00 Exposed Wall Design Height(ft) 5.00 Number of Segmental Wail Units 9 Wali Inclination(degrees) 2.00 Grades Top Siope(degrees) 26.56 Uniform Distributed Surcharge Live Load Surcharge(Psf) 0.00 Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) :0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(<t>) (degrees) Unit Weight (7)(Pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Vertica 2 Degree Batter Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 0.28 Weight (lnfilled)(lb) 120.00 Unit Weight (lnfilled)(pcf) 120.00 Center of Gravity(lnches) 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 3 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tult (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Siope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.497 0.472 26.560 42.067 0.515 0.455 26.560 41.109 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Static Analvsis Calculated Design Criteria FOS Sliding 1.76 >1.50 FOS Overturning 4.59 >2.00 FOS Bearing Capacity 11.99 >2.00 Base Reinforcement Length (L)(ft) 9.00 Base Reinforcement Ratio (L/H) 1.50 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 8 Miragrid 3XT 4.67 9.00 2.99 9.93 11.05 3.28 OK 5 Miragrid 3XT 2.67 9.00 5.13 4.05 10.16 2.53 OK 2 Miragrid SXT 0.67 9.00 7.28 3.12 13.78 2.05 OK Results of Facing Stabilitv Static Analysis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 8 4.67 Miragrid SXT 3.39 5.79 5 2.67 Miragrid SXT 2.55 2 0.67 Miragrid SXT 2.12 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 6.00 ft 0.50 ft Miragrid 3XT Mira5id3XT 9.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=6' - 2:1 ABOVE 2-1 H=6'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data Fiie Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=4' - 2:1 ABOVE 2-1 H=4'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Waii Height(ft) Embedment Wali Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wali Units Wali Inciination(degrees) 4.00 1.00 3.00 6 2.00 Grades Top Siope(degrees) 26.56 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 0.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(<l>) (degrees) Unit Weight Reinforced Soil N/A 30.00 ISO.OO Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 2 Miragrid 5XT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used : No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontai Component) Internal Modified Back Siope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontai Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.497 0.472 26.560 42.067 0.515 0.455 26.560 41.109 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stability Static Analvsis Calculated Design Criteria FOS Sliding 1.80 >1.50 FOS Overturning 4.80 >2.00 FOS Bearing Capacity 13.63 >2.00 Base Reinforcement Length (L)(ft) 6.00 Base Reinforcement Ratio (L/H) 1.50 >0.60 Results of Internal Stability Static Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 5 Miragrid SXT 2.67 6.00 2.13 9.93 5.66 4.25 OK 2 Miragrid SXT 0.67 6.00 4.28 5.10 8.38 2.69 OK Results of Facina Stabilitv Static Analysis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 5 2.67 Miragrid SXT S.S9 5.79 2 0.67 Miragrid SXT 3.21 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 0.12 ft 4.00 ft 0.50 ft Miragrid 3XT 6.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=4' - 2:1 ABOVE 2-1 H=4'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 VERTICA 2:1 ABOVE SEISMIC National Concrete Masonary Association Page 1 of 7 Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project Fiie Vendor Data Fiie Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=12'-2:1 ABOVE 2-1 H=12'.pr| 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceieration(PGA Ratio) 0.31 Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wail Design Height(ft) Number of Segmental Wail Units Wail Inclination(degrees) 12.00 I. 00 II. 00 18 2.00 Grades Top Slope(degrees) 26.56 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 0.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7)(Pcf) Reinforced Soil N/A SO.OO ISO.OO Retained Soil N/A SO.OO ISO.OO Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfiiled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid 5XT 0 Miragrid SXT 9 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosynthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soii(Static)(Kah Horizontai Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Siope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.497 0.472 0.925 0.879 26.560 42.067 0.515 0.455 1.024 0.904 26.560 41.109 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Seismic Analysis Calcuiated Design Criteria FOS Sliding 1.15 > 1.10 FOS Overturning 2.79 > 1.50 FOS Bearing Capacity 8.12 > 1.50 Base Reinforcement Length (L)(ft) 21.00 Base Reinforcement Ratio (L/H) 1.75 >0.60 Results of Internal Stability Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 17 Miragrid SXT 10.67 21.00 8.55 8.75 16.56 1.59 OK 16 Miragrid SXT 10.00 21.00 9.27 12.01 25.93 1.55 OK 14 Miragrid SXT 8.67 21.00 10.70 7.80 21.34 1.48 OK 12 Miragrid SXT 7.33 21.00 12.13 6.77 22.90 1.41 OK 10 Miragrid SXT 6.00 21.00 13.56 6.00 24.56 1.34 OK 8 Miragrid SXT 4.67 21.00 14.99 5.35 26.06 1.27 OK 6 Miragrid SXT 3.33 21.00 16.43 4.84 27.69 1.22 OK 4 Miragrid SXT 2.00 21.00 17.85 4.44 29.42 1.16 OK 2 Miragrid SXT 0.67 21.00 19.28 4.07 30.94 1.11 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.htnil 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stability Seismic Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 17 10.67 Miragrid SXT 1.53 1.73 16 10.00 Miragrid SXT 2.48 14 8.67 Miragrid SXT 1.76 12 7.33 Miragrid SXT 1.65 10 6.00 Miragrid SXT 1.58 8 4.67 Miragrid SXT 1.50 6 3.33 Miragrid SXT 1.45 4 2.00 Miragrid SXT 1.41 2 0.67 Miragrid SXT 1.37 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft 2.00 d|g 1,00 fl 1 26.56 deg . Miragrid SXT . MkagridSXT Miragrid SXT Miragrid 8X1 Miragrid SXT Miragrid SXT Miragrid 8X1 Miragrid SXT Miragrid SXT T M- 0.50 ft 21.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=12'-2:1 ABOVE 2-1 H=12'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=10'-2:1 ABOVE 2-1 H=10'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA Ratio) :0.31 Wall Geometry Design Waii Height(ft) Embedment Wail Height(ft) Exposed Wali Design Height(ft) Number of Segmental Wali Units Wali Inclination(degrees) 10.00 1.00 9.00 15 2.00 Grades Top Siope(degrees) : 26.56 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 0.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(O) (degrees) Unit Weight mci) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(ib) Unit Weight (lnfilied)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 1 Miragrid 5XT 0 Miragrid SXT 5 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tult (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontai Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontai Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontai Component) Retained Soii(Static + Dynamic)(Kae) Retained Soii(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Siope(Bext) Orientation of failure plane from horizontai(degrees) for External Stability 0.130 0.130 0.497 0.472 0.925 0.879 26.560 42.067 0.515 0.455 1.024 0.904 26.560 41.109 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Seismic Analysis Calcuiated Design Criteria FOS Sliding 1.11 > 1.10 FOS Overturning 2.57 > 1.50 FOS Bearing Capacity 7.17 >1.50 Base Reinforcement Length (L)(ft) 16.00 Base Reinforcement Ratio (L/H) 1.60 >0.60 Results of Internal Stability Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 14 Miragrid SXT 8.67 16.00 5.70 3.23 6.93 1.67 OK 11 Miragrid SXT 6.67 16.00 7.84 5.77 9.63 1.49 OK 8 Miragrid SXT 4.67 16.00 9.99 5.61 13.85 1.34 OK 6 Miragrid SXT 3.33 16.00 11.43 6.08 18.78 1.25 OK 4 Miragrid SXT 2.00 16.00 12.85 5.46 20.56 1.18 OK 2 Miragrid SXT 0.67 16.00 14.28 4.91 22.19 1.11 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stability Seismic Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 14 8.67 Miragrid SXT 1.53 1.18 11 6.67 Miragrid SXT 1.30 8 4.67 Miragrid SXT 1.42 6 3.33 Miragrid SXT 1.65 4 2.00 Miragrid SXT 1.58 2 0.67 Miragrid SXT 1.52 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 10.00 ft 2.00 dt^ 1.00 ft 1 Miragrid 3XT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT T 0.50 ft 16.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project Fiie Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=10'-2:1 ABOVE 2-1 HrlO'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 Proiect Identification SRWall (Version 4) Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=8' - 2:1 ABOVE 2-1 H=8'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceieration(PGA Ratio) ;0.31 Wall Geometry Design Wall Height(ft) 8.00 Embedment Wali Height(ft) 1.00 Exposed Wail Design Height(ft) 7.00 Number of Segmental Wali Units 12 Wall Inciination(degrees) 2.00 Grades Top Siope(degrees) 26.56 Uniform Distributed Surcharae Live Load Surcharge(Psf) 0.00 Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle($) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfiiied)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 2 Miragrid 5XT 0 Miragrid SXT 2 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.497 0.472 0.925 0.879 26.560 42.067 0.515 0.455 1.024 0.904 26.560 41.109 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Seismic Analysis Calculated Design Criteria FOS Sliding 1.13 > 1.10 FOS Overturning 2.64 > 1.50 FOS Bearing Capacity 7.79 > 1.50 Base Reinforcement Length (L)(ft) 13.00 Base Reinforcement Ratio (L/H) 1.62 >0.60 Results of Internal Stability Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 11 Miragrid SXT 6.67 13.00 4.84 3.80 5.73 1.77 OK 8 Miragrid SXT 4.67 13.00 6.99 3.07 8.23 1.52 OK 5 Miragrid SXT 2.67 13.00 9.13 5.05 9.96 1.32 OK 2 Miragrid SXT 0.67 13.00 11.28 5.02 14.20 1.17 OK Results of Facing Stability Seismic Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 11 6.67 Miragrid SXT 1.53 1.39 8 4.67 Miragrid SXT 1.21 5 2.67 Miragrid SXT 1.28 2 0.67 Miragrid SXT 1.41 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout s.00 ft 13.00 ft N&agrid 3XT l^agrid3XT 0.50 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=8' - 2:1 ABOVE 2-1 H=8'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page I of 6 SRWall (Version 4) Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project Fiie Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=6' - 2:1 ABOVE 2-1 H=6'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA _ Ratio) • ""^^ Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wail Units Wali Inclination(degrees) 6.00 1.00 5.00 9 2.00 Grades Top Slope(degrees) : 26.56 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 0.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle($) (degrees) Unit Weight (7)(Pcf) Reinforced Soil N/A 30.00 ISO.OO Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 3 Miragrid 5XT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tult (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) SSS.OO 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT SSS.OO 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used :No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soii(Static)(Ka) Reinforcement Soii(Static)(Kah Horizontai Component) Reinforcement Soii(Static + Dynamic)(Kae) Reinforcement Soii(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soii(Static)(Ka) Retained Soii(Static)(Kah Horizontai Component) Retained Soii(Static + Dynamic)(Kae) Retained Soii(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontai(degrees) for External Stability 0.130 0.130 0.497 0.472 0.925 0.879 26.560 42.067 0.515 0.455 1.024 0.904 26.560 41.109 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Seismic Analysis Calculated Design Criteria FOS Sliding 1.10 > 1.10 FOS Overturning 2.49 >1.50 FOS Bearing Capacity 7.39 > 1.50 Base Reinforcement Length (L)(ft) 9.00 Base Reinforcement Ratio (L/H) 1.50 >0.60 Results of Internal Stability Seismic Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 8 Miragrid 3XT 4.67 9.00 2.99 4.62 3.21 2.06 OK 5 Miragrid 3XT 2.67 9.00 5.13 3.49 5.48 1.57 OK 2 Miragrid SXT 0.67 9.00 7.28 3.23 8.89 1.28 OK Results of Facing Stabilitv Seismic Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 8 4.67 Miragrid 3XT 1.SS 1.69 5 2.67 Miragrid SXT 1.38 2 0.67 Miragrid SXT 1.S7 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 6.00 ft 0.50 ft 9.00 ft Miragrid 3XT Mragrid3XT Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project Fiie Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=6' - 2:1 ABOVE 2-1 H=6'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=4' - 2:1 ABOVE 2-1 H=4'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceleration(PGA Ratio) ;0.31 Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wali Units Wail Inclination(degrees) 4.00 1.00 3.00 6 2.00 Grades Top Slope(degrees) 26.56 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 0.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 2 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tult (Ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) SSS.OO 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT SSS.OO 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontai Component) Reinforcement Soii(Static + Dynamic)(Kae) Reinforcement Soii(Static + Dynamic)(Kaeh horizontai Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soii(Static)(Ka) Retained Soii(Static)(Kah Horizontal Component) Retained Soii(Static + Dynamic)(Kae) Retained Soii(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.497 0.472 0.925 0.879 26.560 42.067 0.515 0.455 1.024 0.904 26.560 41.109 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Seismic Analvsis Calculated Design Criteria FOS Sliding 1.13 > 1.10 FOS Overturning 2.60 > 1.50 FOS Bearing Capacity 8.80 > 1.50 Base Reinforcement Length (L)(ft) 6.00 Base Reinforcement Ratio (L/H) 1.50 >0.60 Results of Internal Stability Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 s Miragrid SXT 2.67 6.00 2.13 5.89 2.10 2.65 OK 2 Miragrid SXT 0.67 6.00 4.28 5.02 5.16 1.67 OK Results of Facing Stability Seismic Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 5 2.67 Miragrid SXT 1.53 2.15 2 0.67 Miragrid SXT 1.98 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 4.00 ft 0.50 ft Miragrid 3XT Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project Fiie Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM H=4' - 2:1 ABOVE 2-1 H=4'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 VERTICA TIERED WALL STATIC National Concrete Masonary Association Page 1 of 7 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data Fiie Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #5 H=10' - TERRACE WALL #5 TER H=10'.pri 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wail Inciination(degrees) 10.00 1.00 9.00 15 2.00 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 25.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) Dead Load Surcharge Setback(ft) 0.00 2255.00 25.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(<E>) (degrees) Unit Weight (Y)(Pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfiiled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid SXT 0 Miragrid SXT 7 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.1S 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soii(Static)(Ka) Reinforcement Soii(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soii(Static)(Ka) Retained Soil(Static)(Kah Horizontai Component) External Modified Back Siope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.497 0.472 26.560 42.067 0.282 0.249 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Static Analysis Calculated Design Criteria FOS Sliding 1.83 > 1.50 FOS Overturning 5.66 >2.00 FOS Bearing Capacity 9.56 >2.00 Base Reinforcement Length (L)(ft) 30.00 Base Reinforcement Ratio (L/H) 3.00 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 14 Miragrid SXT 8.67 30.00 19.70 1.55 12.85 1.63 OK 12 Miragrid SXT 7.33 30.00 21.13 2.13 20.61 1.67 OK 10 Miragrid SXT 6.00 30.00 22.56 2.01 22.37 1.70 OK 8 Miragrid SXT 4.67 30.00 23.99 1.88 23.96 1.71 OK 6 Miragrid SXT 3.33 30.00 25.43 1.78 25.65 1.72 OK 4 Miragrid SXT 2.00 30.00 26.85 1.69 27.43 1.71 OK 2 Miragrid SXT 0.67 30.00 28.28 1.60 29.00 1.71 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stabilitv Static Analvsis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 14 8.67 Miragrid SXT 3.39 9.01 12 7.33 Miragrid SXT 5.53 10 6.00 Miragrid SXT 4.02 S 4.67 Miragrid SXT 3.24 6 3.33 Miragrid SXT 2.78 4 2.00 Miragrid SXT 2.49 2 0.67 Miragrid SXT 2.26 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 25.00 ft 10.00 ft iiii IVCragrid SXT NDragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT 0.50 ft 30.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #5 H=10' - TERRACE WALL #5 TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project Fiie Vendor Data Fiie Date and Time SRWall (Version 41 Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #6 H=10' - TERRACE WALL #6 TER H=10'.prJ 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Waii Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wali Units Wail Inclination(degrees) 10.00 1.00 9.00 15 2.00 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 5.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) Dead Load Surcharge Setback(ft) 0.00 743.00 5.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(<l>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfiiied)(ib) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 0 Miragrid 5XT 0 Miragrid SXT 7 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tult (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (Ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontai Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.310 0.295 7.123 53.379 0.282 0.249 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Static Analysis Calculated Design Criteria FOS Sliding 4.99 > 1.50 FOS Overturning 18.78 >2.00 FOS Bearing Capacity 13.84 >2.00 Base Reinforcement Length (L)(ft) 20.00 Base Reinforcement Ratio (L/H) 2.00 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >r2.0 14 Miragrid SXT 8.67 20.00 12.86 6.80 32.25 11.57 OK 12 Miragrid SXT 7.33 20.00 13.81 8.16 47.40 9.21 OK 10 Miragrid SXT 6.00 20.00 14.75 7.07 49.21 7.75 OK 8 Miragrid SXT 4.67 20.00 15.69 6.19 50.86 6.74 OK 6 Miragrid SXT 3.33 20.00 16.64 5.53 52.88 5.98 OK 4 Miragrid SXT 2.00 20.00 17.58 5.01 55.16 5.40 OK 2 Miragrid SXT 0.67 20.00 18.53 4.55 57.10 4.93 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stabilitv Static Analvsis SRW Unit # Heel Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 14 8.67 Miragrid SXT 5.44 14.44 12 7.33 Miragrid SXT 8.88 10 6.00 Miragrid SXT 6.45 8 4.67 Miragrid SXT 5.20 6 3.33 Miragrid SXT 4.47 4 2.00 Miragrid SXT 3.99 2 0.67 Miragrid SXT 2.25 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 5.00 ft H H 0J3 ft 10.00 ft i I i i i i i i i I i i i • Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT 0.50 ft 20.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #6 H=10' - TERRACE WALL #6 TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #6 H=12' - TERRACE WALL #6 TER H=12'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wali Height(ft) Embedment Wali Height(ft) Exposed Wail Design Height(ft) Number of Segmental Wall Units Wali Inclination(degrees) 12.00 I. 00 II. 00 18 2.00 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 11.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) Dead Load Surcharge Setback(ft) 0.00 1575.00 11.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soli Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7)(Pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Vertica 2 Degree Batter Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 0.28 Weight (lnfilled)(lb) 120.00 Unit Weight (lnfiiled)(pcf) 120.00 Center of Gravity(lnches) 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 0 Miragrid SXT 0 Miragrid SXT 9 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tult (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosynthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT SSS.OO 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT SSS.OO 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontai Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soii(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontai(degrees) for External Stability 0.339 0.322 12.905 51.447 0.282 0.249 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Static Analvsis Calculated Design Criteria FOS Sliding 3.S7 > 1.50 FOS Overturning 12.39 >2.00 FOS Bearing Capacity 10.73 >2.00 Base Reinforcement Length (L)(ft) 25.00 Base Reinforcement Ratio (L/H) 2.08 >0.60 Results of Internal Stabilitv Static Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.S0 Layer Spacing (ft) >=2.0 17 Miragrid SXT 10.67 25.00 15.87 3.88 45.02 6.08 OK 16 Miragrid SXT 10.00 25.00 16.38 5.85 72.63 5.72 OK 14 Miragrid SXT S.67 25.00 17.39 4.05 57.02 5.14 OK 12 Miragrid SXT 7.33 25.00 18.41 3.73 59.12 4.70 OK 10 Miragrid SXT 6.00 25.00 19.43 3.47 61.47 4.34 OK 8 Miragrid SXT 4.67 25.00 20.44 3.22 63.40 4.05 OK 6 Miragrid SXT 3.33 25.00 21.46 3.01 65.64 3.80 OK 4 Miragrid SXT 2.00 25.00 22.48 2.84 68.12 3.58 OK 2 Miragrid SXT 0.67 25.00 23.49 2.67 70.11 3.40 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stabilitv Static Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.S0 FOS Connection >=1.50 17 10.67 Miragrid SXT 4.98 19.06 16 10.00 Miragrid SXT 12.78 14 8.67 Miragrid SXT 6.77 12 7.33 Miragrid SXT 5.24 10 6.00 Miragrid SXT 4.40 8 4.67 Miragrid SXT 3.84 6 3.33 Miragrid SXT 3.46 4 2.00 Miragrid SXT 3.20 2 0.67 Miragrid SXT 2.98 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 11.00 ft i i i i i i i i i i i 12.00 ft Miragrid SXT Miragrid SXT Miragrid SXT N&agrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT NDragid SXT 0.50 ft 25.00 ft Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #6 H=12' - TERRACE WALL #6 TER H=12'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Proiect Identification SRWall (Version 4) Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project Fiie Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #10 H=10' - LOWER TERRACE WALL #10 LOW TER H=10'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) 10.00 Embedment Wali Height(ft) 1.00 Exposed Wall Design Height(ft) 9.00 Number of Segmental Wall Units 15 Wall Inclination(degrees) 2.00 Grades Top Siope(degrees) 26.56 Broken Back Distance(ft) 12.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) 0.00 Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 2710.00 Dead Load Surcharge Setback(ft) 12.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle($) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfiiled)(ib) Unit Weight (lnfilied)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosynthetic Reinforcement Tvpe and Number Supplier Product Name Number Miragrid 10XT 7 Miragrid 2XT 0 Miragrid SXT 0 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (Ib/ft) Normal Load (ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosynthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT SSS.OO 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soii(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soii(Static)(Ka) Retained Soil(Static)(Kah Horizontai Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.364 0.346 16.696 49.823 0.282 0.249 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Static Analvsis Calcuiated Design Criteria FOS Sliding 3.45 > 1.50 FOS Overturning 14.16 >2.00 FOS Bearing Capacity 9.25 >2.00 Base Reinforcement Length (L)(ft) 27.00 Base Reinforcement Ratio (L/H) 2.70 >0.60 Results of Internal Stabilitv Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.S0 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 14 Miragrid 10XT 8.67 27.00 18.98 2.29 36.78 S.42 OK 12 Miragrid 10XT 7.33 27.00 20.07 3.18 56.69 4.81 OK 10 Miragrid 10XT 6.00 27.00 21.14 3.02 59.30 4.36 OK 8 Miragrid 10XT 4.67 27.00 22.22 2.86 61.47 4.00 OK 6 Miragrid 10XT 3.33 27.00 23.30 2.72 63.89 3.71 OK 4 Miragrid 10XT 2.00 27.00 24.38 2.60 66.54 3.47 OK 2 Miragrid 10XT 0.67 27.00 25.46 2.48 68.68 3.27 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stability Static Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 14 8.67 Miragrid 10XT 4.63 20.42 12 7.33 Miragrid 10XT 12.10 10 6.00 Miragrid 10XT 8.51 8 4.67 Miragrid 10XT 6.67 6 3.33 Miragrid 10XT 5.59 4 2.00 Miragrid 10XT 4.88 2 0.67 Miragrid 10XT 4.35 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft 10.00 ft i i i i i I I i i i i Miragrid lOXT Nfiragrid lOXT Miragrid lOXT Miragrid lOXT Nfiragrid lOXT Miragrid lOXT NCragrid lOXT 0.50 ft 27.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #10 H=10' - LOWER TERRACE WALL #10 LOW TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 SRWall (Version 41 Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #11 H=10' - MIDDLE TERRACE WALL #11 MID TER H=10'.prj 04/25/2012 09:47:06 Type of Structure : Reinforced Wall Wall Geometry Design Wall Height(ft) 10.00 Embedment Wali Height(ft) 1.00 Exposed Wall Design Height(ft) 9.00 Number of Segmental Wall Units 15 Wall Inclination(degrees) 2.00 Grades Top Slope(degrees) 26.56 Broken Back Distance(ft) 12.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) 0.00 Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 1515.00 Dead Load Surcharge Setback(ft) : 12.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie($) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfiiled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 • Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid 5XT 0 Miragrid SXT 7 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tult (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontai Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.364 0.346 16.696 49.823 0.282 0.249 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Static Analvsis Calculated Design Criteria FOS Sliding 2.88 >1.50 FOS Overturning 9.41 >2.00 FOS Bearing Capacity 10.05 >2.00 Base Reinforcement Length (L)(ft) 21.00 Base Reinforcement Ratio (L/H) 2.10 >0.60 Results of Internal Stabilitv Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 14 Miragrid SXT 8.67 21.00 12.98 3.07 29.26 4.12 OK 12 Miragrid SXT 7.33 21.00 14.07 4.07 44.93 3.77 OK 10 Miragrid SXT 6.00 21.00 15.14 3.74 47.32 3.49 OK 8 Miragrid SXT 4.67 21.00 16.22 3.43 49.07 S.27 OK 6 Miragrid SXT 3.33 21.00 17.30 3.18 50.76 3.07 OK 4 Miragrid SXT 2.00 21.00 18.38 2.98 52.65 2.91 OK 2 Miragrid SXT 0.67 21.00 19.46 2.78 54.16 2.77 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stabilitv Static Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 14 8.67 Miragrid SXT 4.63 12.29 12 7.33 Miragrid SXT 7.56 10 6.00 Miragrid SXT 5.49 8 4.67 Miragrid SXT 4.43 6 3.33 Miragrid SXT 3.80 4 2.00 Miragrid SXT 3.40 2 0.67 Miragrid SXT 3.09 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft 10.00 ft iiiiiiiii Miragrid SXT Miragrid SXT Miragrid SXT ^^iragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT 0.50 ft 21.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #11 H=10' - MIDDLE TERRACE WALL #11 MID TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #16 H=7' - TERRACE WALL #16 TER H=7'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 7.33 1.00 6.33 11 2.00 Grades Top Slope(degrees) : 0.00 Broken Back Distance(ft) : 6.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 2300.00 Dead Load Surcharge Setback(ft) : 6.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(<(>) (degrees) Unit Weight (r)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid 5XT 0 Miragrid SXT 5 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tult (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT SSS.OO 37.00 3000.00 Miragrid SXT SSS.OO 37.00 3000.00 Miragrid SXT SSS.OO 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.283 0.269 0.000 55.226 0.282 0.249 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Static Analvsis Calcuiated Design Criteria FOS Sliding 1.74 >1.50 FOS Overturning 7.06 >2.00 FOS Bearing Capacity 6.35 >2.00 Base Reinforcement Length (L)(ft) 16.00 Base Reinforcement Ratio (L/H) 2.18 >0.60 Results of Internal Stabilitv Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 10 Miragrid SXT 6.00 16.00 11.04 2.68 1.52 2.97 OK 8 Miragrid SXT 4.67 16.00 11.92 3.68 4.51 2.33 OK 6 Miragrid SXT 3.33 16.00 12.80 3.45 6.83 2.08 OK 4 Miragrid SXT 2.00 16.00 13.68 3.26 9.20 1.93 OK 2 Miragrid SXT 0.67 16.00 14.56 3.07 11.52 1.S2 OK Results of Facing Stabilitv Static Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 10 6.00 Miragrid SXT 5.92 15.83 8 4.67 Miragrid SXT 9.71 6 3.33 Miragrid SXT 7.03 4 2.00 Miragrid SXT 5.71 2 0.67 Miragrid SXT 4.88 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 023 ft 733 ft LOO c eg, 1.00 fl 1 6.00 ft i i i i i i i i i i i Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT T 0.50 ft 16.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #16 H=7' - TERRACE WALL #16 TER H=7'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #16 H=10' - TERRACE WALL #16 TER H=10'.pr| 04/25/2012 09:47:06 Type of Structure : Reinforced Wall Wall Geometry Design Wall Height(ft) 10.00 Embedment Wall Height(ft) 1.00 Exposed Wall Design Height(ft) 9.00 Number of Segmental Wall Units 15 Wall Inclination(degrees) 2.00 Grades Top Slope(degrees) 26.56 Broken Back Distance(ft) 14.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) 0.00 Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 950.00 Dead Load Surcharge Setback(ft) 14.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7){Pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid SXT 0 Miragrid SXT 7 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.1S 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosynthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (Ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontai Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.386 0.367 19.286 48.455 0.282 0.249 0.000 53.720 file-.//C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Static Analysis Calculated Design Criteria FOS Sliding 1.95 >1.S0 FOS Overturning 4.50 >2.00 FOS Bearing Capacity 7.94 >2.00 Base Reinforcement Length (L)(ft) 16.00 Base Reinforcement Ratio (L/H) 1.60 >0.60 Results of Internal Stabilitv Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.S0 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 14 Miragrid SXT 8.67 16.00 7.62 4.42 18.47 2.20 OK 12 Miragrid SXT 7.33 16.00 8.76 5.51 28.42 2.18 OK 10 Miragrid SXT 6.00 16.00 9.89 4.88 30.32 2.14 OK 8 Miragrid SXT 4.67 16.00 11.03 4.35 32.01 2.09 OK 6 Miragrid SXT 3.33 16.00 12.17 3.93 33.86 2.03 OK 4 Miragrid SXT 2.00 16.00 13.30 3.60 35.81 1.97 OK 2 Miragrid SXT 0.67 16.00 14.43 3.30 37.49 1.91 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stabilitv Static Analysis SRW Unit # Heei Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.S0 FOS Connection >=1.S0 14 8.67 Miragrid SXT 4.37 11.60 12 7.33 Miragrid SXT 7.13 10 6.00 Miragrid SXT 5.18 8 4.67 Miragrid SXT 4.18 6 3.33 Miragrid SXT 3.59 4 2.00 Miragrid SXT 3.20 2 0.67 Miragrid SXT 2.91 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 14.00 ft 10.00 ft i i i i i i i Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT 0.50 ft 16.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #16 H=10' - TERRACE WALL #16 TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #17 H=10' - TERRACE WALL #17 TER HsIO'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 10.00 1.00 9.00 15 2.00 Grades Top Slope(degrees) : 0.00 Broken Back Distance(ft) : 5.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 1450.00 Dead Load Surcharge Setback(ft) : 5.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(4)) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid 3XT 0 Miragrid SXT 0 Miragrid SXT 7 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tult (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.1S 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT SSS.OO 37.00 3000.00 Miragrid SXT SSS.OO 37.00 3000.00 Miragrid SXT SSS.OO 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontai(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.283 0.269 0.000 55.226 0.282 0.249 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Static Analysis Calculated Design Criteria FOS Sliding 2.08 >1.S0 FOS Overturning 4.93 >2.00 FOS Bearing Capacity 6.27 >2.00 Base Reinforcement Length (L)(ft) 10.00 Base Reinforcement Ratio (L/H) 1.00 >0.60 Results of Internal Stability Static Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 14 Miragrid SXT 8.67 13.00 6.28 4.11 12.46 9.49 OK 12 Miragrid SXT 7.33 10.00 4.17 5.42 12.05 5.34 OK 10 Miragrid SXT 6.00 10.00 5.04 4.96 14.64 3.93 OK 8 Miragrid SXT 4.67 10.00 5.92 4.54 17.12 3.20 OK 6 Miragrid SXT 3.33 10.00 6.80 4.20 19.68 2.74 OK 4 Miragrid SXT 2.00 10.00 7.68 3.92 22.30 2.42 OK 2 Miragrid SXT 0.67 10.00 8.56 3.65 24.75 2.18 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stabilitv Static Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.S0 FOS Connection >=1.S0 14 8.67 Miragrid SXT 5.95 15.80 12 7.33 Miragrid SXT 9.71 10 6.00 Miragrid SXT 7.06 8 4.67 Miragrid SXT 5.69 6 3.33 Miragrid SXT 4.88 4 2.00 Miragrid SXT 4.36 2 0.67 Miragrid SXT 3.96 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 0.33 ft 10.00 ft 2.00 di§. 1.00 fl 1 5.00 ft i i i I i i i i i i i L = 13.00 ft. Miragrid SXT . MragridSXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT K-Cragrid SXT T 0.50 ft 10.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #17 H=10' - TERRACE WALL #17 TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 VERTICA TIERED WALL SEISMIC National Concrete Masonary Association Page 1 of 7 Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #5 H=10' - TERRACE WALL #5 TER H=10'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA Ratio) ;0.31 Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 10.00 1.00 9.00 15 2.00 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 25.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) Dead Load Surcharge Setback(ft) 0.00 2255.00 25.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle($) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid SXT 0 Miragrid SXT 7 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT SSS.OO 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid 3XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.497 0.472 0.925 0.879 26.560 42.067 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Seismic Analysis Calculated Design Criteria FOS Sliding 1.65 >1.10 FOS Overturning 5.13 > 1.50 FOS Bearing Capacity 9.15 > 1.50 Base Reinforcement Length (L)(ft) 30.00 Base Reinforcement Ratio (L/H) 3.00 >0.60 Results of Internal Stability Seismic Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 14 Miragrid SXT 8.67 30.00 19.70 1.99 10.29 1.53 OK 12 Miragrid SXT 7.33 30.00 21.13 2.78 16.78 1.SS OK 10 Miragrid SXT 6.00 30.00 22.56 2.65 18.43 1.56 OK 8 Miragrid SXT 4.67 30.00 23.99 2.51 19.94 1.56 OK 6 Miragrid SXT 3.33 30.00 25.43 2.39 21.55 1.56 OK 4 Miragrid SXT 2.00 30.00 26.85 2.29 23.24 1.55 OK 2 Miragrid SXT 0.67 30.00 28.28 2.19 24.76 1.54 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stability Seismic Analvsis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 14 8.67 Miragrid SXT 1.53 1.62 12 7.33 Miragrid SXT 2.04 10 6.00 Miragrid SXT 1.88 8 4.67 Miragrid SXT 1.75 6 3.33 Miragrid SXT 1.65 4 2.00 Miragrid SXT 1.58 2 0.67 Miragrid SXT 1.52 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 25.00 ft 10.00 ft iiiii Miragrid SXT I^agrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Kfiragrid SXT Miragrid SXT 0.50 ft 30.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #5 H=10' - TERRACE WALL #5 TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Project Identification SRWall (Version 4) Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #6 H=10' - TERRACE WALL #6 TER H=10'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA Ratio) 0.31 Wall Geometry Design Wall Height(ft) 10.00 Embedment Wall Height(ft) 1.00 Exposed Wall Design Height(ft) 9.00 Number of Segmental Wail Units 15 Wall Inclination(degrees) 2.00 Grades Top Slope(degrees) 26.56 Broken Back Distance(ft) 5.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) 0.00 Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 743.00 Dead Load Surcharge Setback(ft) 5.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(4)) (degrees) Unit Weight (7)(Pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilied)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid SXT 0 Miragrid SXT 7 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT SSS.OO 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.310 0.295 0.423 0.402 7.123 53.379 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Seismic Analvsis Calculated Design Criteria FOS Sliding 3.90 > 1.10 FOS Overturning 14.36 > l.SO FOS Bearing Capacity 13.84 > 1.50 Base Reinforcement Length (L)(ft) 20.00 Base Reinforcement Ratio (L/H) 2.00 >0.60 Results of Internal Stabilitv Seismic Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 14 Miragrid SXT 8.67 20.00 12.86 S.17 24.21 9.38 OK 12 Miragrid SXT 7.33 20.00 13.81 10.32 37.44 7.28 OK 10 Miragrid SXT 6.00 20.00 14.75 9.20 40.02 6.07 OK 8 Miragrid SXT 4.67 20.00 15.69 8.25 42.32 5.26 OK 6 Miragrid SXT 3.33 20.00 16.64 7.49 44.81 4.66 OK 4 Miragrid SXT 2.00 20.00 17.58 6.89 47.45 4.21 OK 2 Miragrid SXT 0.67 20.00 18.53 6.34 49.73 3.85 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stabilitv Seismic Analvsis SRW Unit # Heei Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 14 8.67 Miragrid SXT 2.48 4.47 12 7.33 Miragrid SXT 4.83 10 6.00 Miragrid SXT 4.14 8 4.67 Miragrid SXT 3.67 6 3.33 Miragrid SXT 3.35 4 2.00 Miragrid SXT 3.12 2 0.67 Miragrid SXT 1.96 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 5.00 ft H H 0J3 ft 10.00 ft 2.00 deg 1.00 fll 1 i i i i i i i i i i i i i 26.56 deg Miragrid SXT Mragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT 0.50 ft 20.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #6 H=10' - TERRACE WALL #6 TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Project Identification SRWall (Version 41 Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #6 H=12' - TERRACE WALL #6 TER H=12'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceleration(PGA . _ Ratio) • Wall Geometry Design Wall Height(ft) 12.00 Embedment Wall Height(ft) 1.00 Exposed Wall Design Height(ft) 11.00 Number of Segmental Wall Units 18 Wall Inclination(degrees) 2.00 Grades Top Slope(degrees) 26.56 Broken Back Distance(ft) 11.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) 0.00 Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 1575.00 Dead Load Surcharge Setback(ft) 11.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(4)) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfiiled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid SXT 0 Miragrid SXT 9 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT SSS.OO 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.339 0.322 0.482 0.458 12.905 51.447 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Seismic Analysis Calcuiated Design Criteria FOS Sliding 3.01 > 1.10 FOS Overturning 10.48 >1.50 FOS Bearing Capacity 10.73 >1.50 Base Reinforcement Length (L)(ft) 25.00 Base Reinforcement Ratio (L/H) 2.08 >0.60 Results of Internal Stability Seismic Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacmg (ft) >=2.00 17 Miragrid SXT 10.67 25.00 15.87 5.06 36.74 5.48 OK 16 Miragrid SXT 10.00 25.00 16.38 7.77 60.30 5.10 OK 14 Miragrid SXT 8.67 25.00 17.39 5.45 47.96 4.51 OK 12 Miragrid SXT 7.33 25.00 18.41 5.08 50.36 4.07 OK 10 Miragrid SXT 6.00 25.00 19.43 4.78 52.94 3.73 OK 8 Miragrid SXT 4.67 25.00 20.44 4.48 55.12 3.46 OK 6 Miragrid SXT 3.33 25.00 21.46 4.23 57.55 3.23 OK 4 Miragrid SXT 2.00 25.00 22.48 4.02 60.17 3.04 OK 2 Miragrid SXT 0.67 25.00 23.49 3.80 62.35 2.87 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stabilitv Seismic Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 17 10.67 Miragrid SXT 2.30 4.23 16 10.00 Miragrid SXT 5.44 14 8.67 Miragrid SXT 3.61 12 7.33 Miragrid SXT 3.22 10 6.00 Miragrid SXT 2.96 8 4.67 Miragrid SXT 2.75 6 3.33 Miragrid SXT 2.59 4 2.00 Miragrid SXT 2.48 2 0.67 Miragrid SXT 2.37 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 11.00 ft 12.00 ft Miragrid SXT hfiragrid SXT ^firagrid SXT Miragrid SXT Miragrid SXT KEiagrid SXT Miragrid SXT Miragrid SXT Miragrid SXT 0.50 ft 25.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #6 H=12' - TERRACE WALL #6 TER H=12'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #10 H=10' - LOWER TERRACE WALL #10 LOW TER H=10'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceleration(PGA _ Ratio) • ""^^ Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 10.00 1.00 9.00 15 2.00 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 12.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) Dead Load Surcharge Setback(ft) 0.00 2710.00 12.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie($) (degrees) Unit Weight (Y)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Vertica 2 Degree Batter Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 0.28 Weight (lnfilled)(lb) 120.00 Unit Weight (lnfilled)(pcf) 120.00 Center of Gravity(lnches) 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 7 Miragrid 2XT 0 Miragrid SXT 0 Miragrid 5XT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid 3XT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid 5XT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.364 0.346 0.544 0.517 16.696 49.823 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Seismic Analvsis Calculated Design Criteria FOS Sliding 3.11 > 1.10 FOS Overturning 12.88 >1.50 FOS Bearing Capacity 9.25 > 1.50 Base Reinforcement Length (L)(ft) 27.00 Base Reinforcement Ratio (L/H) 2.70 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 14 Miragrid 10XT 8.67 27.00 18.98 3.24 32.57 5.12 OK 12 Miragrid 10XT 7.33 27.00 20.07 4.54 50.61 4.49 OK 10 Miragrid 10XT 6.00 27.00 21.14 4.34 53.24 4.02 OK 8 Miragrid 10XT 4.67 27.00 22.22 4.13 55.48 3.67 OK 6 Miragrid 10XT 3.33 27.00 23.30 3.94 57.94 3.38 OK 4 Miragrid 10XT 2.00 27.00 24.38 3.79 60.60 3.15 OK 2 Miragrid 10XT 0.67 27.00 25.46 3.63 62.80 2.95 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stability Seismic Analvsis SRW Unit # Heei Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 14 8.67 Miragrid 10XT 2.15 5.34 12 7.33 Miragrid 10XT 5.87 10 6.00 Miragrid 10XT 4.99 8 4.67 Miragrid 10XT 4.36 6 3.33 Miragrid 10XT 3.92 4 2.00 Miragrid 10XT 3.61 2 0.67 Miragrid 10XT 3.34 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft 10.00 ft 0.50 ft 27.00 ft N&agridlOXT Miragrid lOXT Miragrid lOXT Miragrid lOXT Miragrid lOXT Miragrid lOXT NCragrid lOXT Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data Fiie Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #10 H=10' - LOWER TERRACE WALL #10 LOW TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 SRWall (Version 4) Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #11 H=10' - MIDDLE TERRACE WALL #11 MID TER H=10'.pr] 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceleration(PGA _ Ratio) • Wall Geometry Design Wail Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 10.00 1.00 9.00 15 2.00 Grades Top Slope(degrees) Broken Back Distance(ft) 26.56 12.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) Dead Load Surcharge Setback(ft) 0.00 1515.00 12.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soli Zone Description Cohesion (c) (psf) Friction Angie($) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid SXT 0 Miragrid SXT 7 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tult (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.364 0.346 0.544 0.517 16.696 49.823 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Seismic Analvsis Calculated Design Criteria FOS Sliding 2.48 > 1.10 FOS Overturning 8.16 >1.50 FOS Bearing Capacity 10.05 > 1.50 Base Reinforcement Length (L)(ft) 21.00 Base Reinforcement Ratio (L/H) 2.10 >0.60 Results of Internal Stability Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 14 Miragrid SXT 8.67 21.00 12.98 4.02 23.92 3.78 OK 12 Miragrid SXT 7.33 21.00 14.07 5.44 37.52 3.39 OK 10 Miragrid SXT 6.00 21.00 15.14 5.06 40.08 3.10 OK S Miragrid SXT 4.67 21.00 16.22 4.70 42.07 2.87 OK 6 Miragrid SXT 3.33 21.00 17.30 4.41 43.98 2.68 OK 4 Miragrid SXT 2.00 21.00 18.38 4.16 46.03 2.52 OK 2 Miragrid SXT 0.67 21.00 19.46 3.91 47.73 2.39 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stability Seismic Analvsis SRW Unit # Heei Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 14 8.67 Miragrid SXT 2.15 3.21 12 7.33 Miragrid SXT 3.67 10 6.00 Miragrid SXT 3.22 8 4.67 Miragrid SXT 2.89 6 3.33 Miragrid SXT 2.67 4 2.00 Miragrid SXT 2.51 2 0.67 Miragrid SXT 2.37 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft N W 10.00 ft iiiiiiiii Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT 0.50 ft 21.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #11 H=10' - MIDDLE TERRACE WALL #11 MID TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 Project Identification SRWall (Version 4) Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #16 H=7' - TERRACE WALL #16 TER H=7'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceleration(PGA _^ Ratio) '• ""^^ Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 7.33 1.00 6.33 11 2.00 Grades Top Slope(degrees) : 0.00 Broken Back Distance(ft) : 6.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Dead Load Surcharge(Psf) Dead Load Surcharge Setback(ft) 0.00 2300.00 6.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(<i>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soli N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid SXT 0 Miragrid SXT 5 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.1S 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) SSS.OO 37.00 3000.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.283 0.269 0.375 0.356 0.000 55.226 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stability Seismic Analvsis Calculated Design Criteria FOS Sliding 1.55 > 1.10 FOS Overturning 6.28 > 1.50 FOS Bearing Capacity 6.11 > 1.50 Base Reinforcement Length (L)(ft) 16.00 Base Reinforcement Ratio (L/H) 2.18 >0.60 Results of Internal Stability Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 10 Miragrid SXT 6.00 16.00 11.04 3.94 1.40 2.68 OK 8 Miragrid SXT 4.67 16.00 11.92 5.45 4.1 S 2.10 OK 6 Miragrid SXT 3.33 16.00 12.80 5.14 6.36 1.87 OK 4 Miragrid SXT 2.00 16.00 13.68 4.88 8.59 1.73 OK 2 Miragrid SXT 0.67 16.00 14.56 4.61 10.80 1.63 OK Results of Facina Stability Seismic Analvsis SRW Unit # Heel Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 10 6.00 Miragrid SXT 2.64 6.02 s 4.67 Miragrid SXT 6.03 6 S.33 Miragrid SXT 5.00 4 2.00 Miragrid SXT 4.37 2 0.67 Miragrid SXT 3.93 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 023 ft 733 ft 2.00 c eg, 1.00 fl 1 6.00 ft i i i i i i i i i i i Miragrid SXT NCragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT T 0.50 ft 16.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #16 H=7' - TERRACE WALL #16 TER H=7'.pr] 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Proiect Identification SRWall (Version 4) Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #16 H=10' - TERRACE WALL #16 TER H=10'.prj 04/25/2012 09:47:06 Type of Structure : Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA Ratio) :0.31 Wall Geometry Design Wall Height(ft) 10.00 Embedment Wall Height(ft) 1.00 Exposed Wall Design Height(ft) 9.00 Number of Segmental Wall Units 15 Wall Inclination(degrees) 2.00 Grades Top Slope(degrees) 26.56 Broken Back Distance(ft) 14.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) 0.00 Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 950.00 Dead Load Surcharge Setback(ft) 14.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie($) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid SXT 0 Miragrid SXT 7 file://C-.\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soii(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontai Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.386 0.367 0.612 0.582 19.286 48.455 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Seismic Analysis Calculated Design Criteria FOS Sliding 1.63 > 1.10 FOS Overturning 3.76 > 1.50 FOS Bearing Capacity 7.12 > 1.50 Base Reinforcement Length (L)(ft) 16.00 Base Reinforcement Ratio (L/H) 1.60 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 14 Miragrid SXT 8.67 16.00 7.62 5.07 13.26 1.96 OK 12 Miragrid SXT 7.33 16.00 8.76 6.64 21.42 1.90 OK 10 Miragrid SXT 6.00 16.00 9.89 6.06 23.53 1.84 OK 8 Miragrid SXT 4.67 16.00 11.03 5.53 25.45 1.78 OK 6 Miragrid SXT 3.33 16.00 12.17 5.10 27.45 1.71 OK 4 Miragrid SXT 2.00 16.00 13.30 4.75 29.52 1.65 OK 2 Miragrid SXT 0.67 16.00 14.43 4.42 31.35 1.60 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stabilitv Seismic Analvsis SRW Unit # Heei Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 14 8.67 Miragrid SXT 2.01 2.72 12 7.33 Miragrid SXT 3.21 10 6.00 Miragrid SXT 2.85 8 4.67 Miragrid SXT 2.59 6 3.33 Miragrid SXT 2.41 4 2.00 Miragrid SXT 2.28 2 0.67 Miragrid SXT 2.16 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 14.00 ft 10.00 ft -*l i i i i i i i Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT Miragrid SXT 0.50 ft 16.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #16 H=10' - TERRACE WALL #16 TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #17 H=10' - TERRACE WALL #17 TER H=10'.prj 04/25/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceleration(PGA _ Ratio) • ""^^ Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 10.00 1.00 9.00 15 2.00 Grades Top Slope(degrees) : 0.00 Broken Back Distance(ft) : 5.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) Dead Load Surcharge(Psf) Dead Load Surcharge Setback(ft) 0.00 1450.00 5.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(4)) (degrees) Unit Weight (Y)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Vertica 2 Degree Batter 4.00 8.00 12.00 18.00 0.28 120.00 120.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 0 Miragrid 5XT 0 Miragrid SXT 7 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 885.00 37.00 3000.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 1737.00 2000.00 2985.00 3722.00 4060.00 Miragrid 2XT 859.00 1157.00 1450.00 2500.00 1675.00 Miragrid SXT 914.00 2000.00 1560.00 3150.00 1935.00 Miragrid SXT 1187.00 2000.00 2075.00 3730.00 2845.00 Miragrid SXT 1002.00 2000.00 2300.00 3767.00 3445.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 885.00 37.00 3000.00 Miragrid 2XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Miragrid 5XT 885.00 37.00 3000.00 Miragrid SXT 885.00 37.00 3000.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soii(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.283 0.269 0.375 0.356 0.000 55.226 0.282 0.249 0.381 0.336 0.000 53.720 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Seismic Analvsis Calculated Design Criteria FOS Sliding 1.71 >1.10 FOS Overturning 3.98 >1.50 FOS Bearing Capacity 5.58 > 1.50 Base Reinforcement Length (L)(ft) 10.00 Base Reinforcement Ratio (L/H) 1.00 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 14 Miragrid SXT 8.67 13.00 6.28 5.63 10.65 7.73 OK 12 Miragrid SXT 7.33 10.00 4.17 7.54 10.49 4.36 OK 10 Miragrid SXT 6.00 10.00 5.04 6.98 12.89 3.21 OK 8 Miragrid SXT 4.67 10.00 5.92 6.46 15.22 2.62 OK 6 Miragrid SXT 3.33 10.00 6.80 6.03 17.64 2.25 OK 4 Miragrid SXT 2.00 10.00 7.68 5.67 20.13 1.99 OK 2 Miragrid SXT 0.67 10.00 8.56 5.31 22.49 1.80 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stability Seismic Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 14 8.67 Miragrid SXT 2.65 5.17 12 7.33 Miragrid SXT 5.48 10 6.00 Miragrid SXT 4.66 8 4.67 Miragrid SXT 4.10 6 3.33 Miragrid SXT 3.73 4 2.00 Miragrid SXT 3.47 2 0.67 Miragrid SXT 3.25 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 033 ft 10.00 ft LOO di§. 1.00 fl 1 5.00 ft i i i i i i i i i i i L = 13.00 ft. NEragrid SXT - Miragrid SXT . Miragrid SXT Miragrid SXT Miragrid SXT ^firagrid SXT Miragrid SXT T' • 0.50 ft 10.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #17 H=10' - TERRACE WALL #17 TER H=10'.prj 04/25/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 DIAMOND PRO LEVEL ABOVE STATIC National Concrete Masonary Association Page 1 of 7 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=12.67' LEVEL H=12.67'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) 12.67 Embedment Wall Height(ft) 1.00 Exposed Wall Design Height(ft) 11.67 Number of Segmental Wall Units 19 Wail Inclination(degrees) 7.13 Grades Top Slope(degrees) 0.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) : 250.00 Live Load Surcharge Setback(ft) :2.00 Dead Load Surcharge(Psf) :0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7)(PCf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Diamond Pro Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(lnches) 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 6 Miragrid 5XT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid 5XT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.249 0.243 0.000 53.274 0.246 0.227 0.000 52.040 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Static Analvsis Calculated Design Criteria FOS Sliding 2.47 > 1.50 FOS Overturning 4.31 >2.00 FOS Bearing Capacity 6.36 >2.00 Base Reinforcement Length (L)(ft) 8.00 Base Reinforcement Ratio (L/H) 0.63 >0.60 Results of Internal Stabilitv Static Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 17 Miragrid SXT 10.67 10.00 2.37 5.11 1.98 11.83 OK 14 Miragrid SXT 8.67 8.00 1.62 4.42 2.33 6.73 OK 11 Miragrid SXT 6.67 8.00 2.86 3.30 4.63 4.81 OK 8 Miragrid SXT 4.67 S.OO 4.10 2.64 7.07 3.76 OK 5 Miragrid SXT 2.67 8.00 5.34 2.20 9.58 3.10 OK 2 Miragrid SXT 0.67 8.00 6.58 2.28 14.70 2.64 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stability Static Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.S0 FOS Connection >=1.50 17 10.67 Miragrid SXT 3.61 9.92 14 8.67 Miragrid SXT 5.76 11 6.67 Miragrid SXT 3.00 8 4.67 Miragrid SXT 2.47 S 2.67 Miragrid SXT 2.11 2 0.67 Miragrid SXT 2.25 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 1.50 ft 12.67 ft 7.13 deg 1.00 ft L-IO 00 ft. Miragrid 3XT NCragrid 3XT Mragrid3XT Miragrid 3XT Miragrid 3XT Miragrid 3XT T 0.50 ft 8.00 ft •+I Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=12.67' LEVEL H=12.67'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page I of 6 SRWall (Version 4) Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=10' LEVEL H=10'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 10.00 1.00 9.00 15 7.13 Grades Top Slope(degrees) :0.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(<&) (degrees) Unit Weight (7)(PC») Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Diamond Pro Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(lnches) 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 5 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid 5XT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.249 0.243 0.000 53.274 0.246 0.227 0.000 52.040 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Static Analysis Calculated Design Criteria FOS Sliding 2.58 >1.50 FOS Overturning 4.80 >2.00 FOS Bearing Capacity 7.20 >2.00 Base Reinforcement Length (L)(ft) 7.00 Base Reinforcement Ratio (L/H) 0.70 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 14 Miragrid SXT 8.67 9.00 2.62 7.28 2.07 15.64 OK 11 Miragrid SXT 6.67 7.00 1.86 4.98 2.52 7.17 OK 8 Miragrid SXT 4.67 7.00 3.10 3.61 4.87 4.80 OK 5 Miragrid SXT 2.67 7.00 4.34 2.83 7.35 3.65 OK 2 Miragrid SXT 0.67 7.00 5.58 2.83 12.03 2.95 OK Results of Facina Stability Static Analvsis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 14 8.67 Miragrid SXT 7.56 16.24 11 6.67 Miragrid SXT 6.84 8 4.67 Miragrid SXT 4.41 5 2.67 Miragrid SXT 2.62 2 0.67 Miragrid SXT 2.70 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 1.17 ft 10.00 ft 7.13 deg 1.00 ftr 1 i i i i i i i i i i i i i L = 9.00 ft. Miragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT Miragrid 3XT T 0.50 ft 7.00 ft -H Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=10' LEVEL H=10'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=8' LEVEL H=8'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wail Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 8.00 1.00 7.00 12 7.13 Grades Top Slope(degrees) 0.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soli Zone Description Cohesion (c) (psf) Friction Angie($) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 4 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid 5XT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.249 0.243 0.000 53.274 0.246 0.227 0.000 52.040 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Static Analysis Calculated Design Criteria FOS Sliding 2.58 > 1.50 FOS Overturning 4.99 >2.00 FOS Bearing Capacity 7.71 >2.00 Base Reinforcement Length (L)(ft) 6.00 Base Reinforcement Ratio (L/H) 0.75 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 11 Miragrid SXT 6.67 8.00 2.86 7.2S 2.26 14.75 OK S Miragrid SXT 4.67 6.00 2.10 4.98 2.85 6.53 OK 5 Miragrid SXT 2.67 6.00 3.34 3.61 5.25 4.30 OK 2 Miragrid SXT 0.67 6.00 4.58 3.45 9.47 3.24 OK Results of Facina Stabilitv Static Analysis SRW Unit # Heel Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 11 6.67 Miragrid SXT 7.56 16.24 8 4.67 Miragrid SXT 6.84 5 2.67 Miragrid SXT 4.41 2 0.67 Miragrid SXT 3.19 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 0.92 ft 8.00 ft 7.13 deg 1.00 ft 1 L = S.OO ft. Miragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT 0.50 ft 6.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data Fiie Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=8' LEVEL H=8'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page I of 6 SRWall (Version 4) Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=6' LEVEL H=6'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 6.00 1.00 5.00 9 7.13 Grades Top Slope(degrees) 0.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(4)) (degrees) Unit Weight (Y)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (I nfi lied) (pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 3 Miragrid 5XT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tult (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT ssooioo 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used : No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.249 0.243 0.000 53.274 0.246 0.227 0.000 52.040 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stability Static Analysis Calculated Design Criteria FOS Sliding 2.07 > 1.50 FOS Overturning 3.50 >2.00 FOS Bearing Capacity 6.24 >2.00 Base Reinforcement Length (L)(ft) 4.00 Base Reinforcement Ratio (L/H) 0.67 >0.60 Results of Internal Stability Static Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 8 Miragrid SXT 4.67 6.00 2.10 7.28 1.66 12.98 OK 5 Miragrid SXT 2.67 4.00 1.34 4.98 1.82 5.25 OK 2 Miragrid SXT 0.67 4.00 2.58 4.42 4.97 3.30 OK Results of Facina Stability Static Analvsis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 8 4.67 Miragrid SXT 7.56 16.24 5 2.67 Miragrid SXT 6.84 2 0.67 Miragrid SXT 5.45 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 0.67 ft 6.00 ft 7.13 deg 1.00 ft 1 tz; i i i i i i i i i i i L = 6.00flL NCragrid 3XT Mira^d 3XT NCngrid 3XT T 0.50 ft 4.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=6' LEVEL H=6'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 DIAMOND PRO LEVEL ABOVE SEISMIC National Concrete Masonary Association Page 1 of 7 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=12.67' LEVEL H=12.67'.prj 05/01/2012 09:47:06 Type of Structure : Reinforced Wall Seismic Analysis Details Peak Ground Acceleration(PGA Ratio) :0.31 Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 12.67 I. 00 II. 67 19 7.13 Grades Top Slope(degrees) :0.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(4)) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Diamond Pro Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(lnches) 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 6 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.1)0 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath propertiies Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid 3XT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used : No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.249 0.243 0.337 0.328 0.000 53.274 0.246 0.227 0.340 0.313 0.000 52.040 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Seismic Analvsis Calcuiated Design Criteria FOS Sliding 1.82 > 1.10 FOS Overturning 2.92 >1.S0 FOS Bearing Capacity 5.45 >1.50 Base Reinforcement Length (L)(ft) 8.00 Base Reinforcement Ratio (L/H) 0.63 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 17 Miragrid SXT 10.67 10.00 2.37 6.55 1.58 7.16 OK 14 Miragrid SXT 8.67 8.00 1.62 6.19 2.04 4.39 OK 11 Miragrid 3XT 6.67 8.00 2.86 4.78 4.18 3.28 OK 8 Miragrid SXT 4.67 8.00 4.10 3.89 6.51 2.66 OK 5 Miragrid SXT 2.67 8.00 5.34 3.28 8.94 2.24 OK 2 Miragrid SXT 0.67 8.00 6.58 3.43 13.85 1.94 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stability Seismic Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 17 10.67 Miragrid SXT 1.75 3.48 14 8.67 Miragrid SXT 3.40 11 6.67 Miragrid SXT 2.71 8 4.67 Miragrid SXT 2.27 5 2.67 Miragrid SXT 1.97 2 0.67 Miragrid SXT 2.12 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 1.50 ft 12.67 ft 7.13 deg 1.00 ft 1 L = 10.00 ft. Miragrid 3XT NCragrid 3XT NCragrid 3XT NCra^d 3XT , NCragrid 3XT NCragrid 3XT T 0,50 ft 8.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=12.67' LEVEL H=12.67'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 Proiect Identification SRWall (Version 4) Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=10' LEVEL H=10'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceleration(PGA _ Ratio) • ""^^ Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 10.00 1.00 9.00 15 7.13 Grades Top Slope(degrees) 0.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soli Zone Description Cohesion (c) (psf) Friction Angle(4)) (degrees) Unit Weight (7){pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Diamond Pro Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(lnches) 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 5 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 962.00 26.00 1950.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid 3XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.249 0.243 0.337 0.328 0.000 53.274 0.246 0.227 0.340 0.313 0.000 52.040 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Seismic Analvsis Calcuiated Design Criteria FOS Sliding 2.02 > 1.10 FOS Overturning S.SS >1.50 FOS Bearing Capacity 7.02 > 1.50 Base Reinforcement Length (L)(ft) 7.00 Base Reinforcement Ratio (L/H) 0.70 >0.60 Results of Internal Stability Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 14 Miragrid SXT 8.67 9.00 2.62 10.38 1.84 11.05 OK 11 Miragrid SXT 6.67 7.00 1.86 7.44 2.35 5.30 OK 8 Miragrid SXT 4.67 7.00 3.10 5.49 4.63 3.65 OK 5 Miragrid SXT 2.67 7.00 4.34 4.35 7.07 2.82 OK 2 Miragrid SXT 0.67 7.00 5.58 4.37 11.64 2.30 OK Results of Facina Stabilitv Seismic Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 14 8.67 Miragrid SXT 3.06 5.46 11 6.67 Miragrid SXT 4.04 8 4.67 Miragrid SXT 3.08 5 2.67 Miragrid SXT 2.52 2 0.67 Miragrid SXT 2.61 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 1.17ft 10.00 ft 7.13 deg 1.00 ftr 1 i i i i i i i i i i i i i L = 9.00 ft. NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid SXT T 0,50 ft 7.00 ft Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=10' LEVEL H=10'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page I of 6 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=8' LEVEL H=8'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analysis Details Peak Ground Acceleration(PGA . „ oi Ratio) • Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wail Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 8.00 1.00 7.00 12 7.13 Grades Top Slope(degrees) 0.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(<I)) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soli N/A 40.00 100.00 Foundation Soil 0.00 30.00 ISO.OO Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 4 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tult (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.249 0.243 0.337 0.328 0.000 53.274 0.246 0.227 0.340 0.313 0.000 52.040 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Seismic Analysis Calcuiated Design Criteria FOS Sliding 2.17 > 1.10 FOS Overturning 4.00 > 1.50 FOS Bearing Capacity 8.27 >1.50 Base Reinforcement Length (L)(ft) 6.00 Base Reinforcement Ratio (L/H) 0.75 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 11 Miragrid SXT 6.67 8.00 2.86 11.55 2.24 12.36 OK 8 Miragrid SXT 4.67 6.00 2.10 7.94 2.83 5.48 OK 5 Miragrid SXT 2.67 6.00 3.34 5.76 5.23 3.61 OK 2 Miragrid SXT 0.67 6.00 4.SS 5.50 9.44 2.71 OK Results of Facina Stabilitv Seismic Analysis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 11 6.67 Miragrid SXT 3.06 6.08 8 4.67 Miragrid SXT 4.32 5 2.67 Miragrid SXT 3.23 2 0.67 Miragrid SXT 3.18 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 0.92 ft S.OO ft 7.13 deg 1,00 ft 1 TZ L = 8,00 ft. NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT T 0.50 ft 6.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=8' LEVEL H=8'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=6' LEVEL H=:6'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA - Ratio) • Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 6.00 1.00 5.00 9 7.13 Grades Top Slope(degrees) 0.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Live Load Surcharge Setback(ft) Dead Load Surcharge(Psf) 250.00 2.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Diamond Pro Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(lnches) 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 3 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.249 0.243 0.337 0.328 0.000 53.274 0.246 0.227 0.340 0.313 0.000 52.040 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Seismic Analvsis Calculated Design Criteria FOS Sliding 1.93 > 1.10 FOS Overturning 3.20 >1.50 FOS Bearing Capacity 7.26 >1.50 Base Reinforcement Length (L)(ft) 4.00 Base Reinforcement Ratio (L/H) 0.67 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 8 Miragrid SXT 4.67 6.00 2.10 13.03 1.86 13.36 OK 5 Miragrid SXT 2.67 4.00 1.34 8.51 1.94 5.09 OK 2 Miragrid SXT 0.67 4.00 2.58 7.42 5.22 3.10 OK Results of Facina Stabilitv Seismic Analysis SRW Unit # Heei Elev (ft) Geosynthetic Product FOS Crest Toppling >r1.10 FOS Connection >=1.10 8 4.67 Miragrid SXT 3.06 6.86 5 2.67 Miragrid SXT 4.62 2 0.67 Miragrid SXT 4.16 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 0.67 ft 6.00 ft 7.13 deg f 1.00 ft 1 i i i i i i i i i i i L = 6.00fl;, NCragrid 3XT NCngrid 3XT Miragrid 3XT T 0,50 ft 4.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM LEVEL ABOVE H=6' LEVEL H=6'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 DIAMOND PRO 2:1 ABOVE STATIC National Concrete Masonary Association Page 1 of 7 SRWall (Version 4) Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=12' 2-1 H=12'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 12.00 I. 00 II. 00 18 7.13 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 12.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(4)) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Diamond Pro Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(lnches) 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 9 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tult (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 962.00 26.00 1950.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (Ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used : No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.302 0.294 14.033 49.614 0.252 0.232 2.203 51.598 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Static Analysis Calcuiated Design Criteria FOS Sliding 2.62 > 1.50 FOS Overturning 5.27 >2.00 FOS Bearing Capacity 9.60 >2.00 Base Reinforcement Length (L)(ft) 11.00 Base Reinforcement Ratio (L/H) 0.92 >0.60 Results of Internal Stabilitv Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 17 Miragrid SXT 10.67 11.00 2.26 31.22 32.71 5.58 OK 16 Miragrid SXT 10.00 11.00 2.74 19.99 27.72 5.22 OK 14 Miragrid SXT 8.67 11.00 3.71 9.73 21.20 4.61 OK 12 Miragrid SXT 7.33 11.00 4.68 6.95 21.79 4.11 OK 10 Miragrid SXT 6.00 11.00 5.65 5.42 23.04 3.71 OK 8 Miragrid SXT 4.67 11.00 6.61 4.42 24.39 3.38 OK 6 Miragrid SXT 3.33 11.00 7.58 3.74 26.02 3.09 OK 4 Miragrid SXT 2.00 11.00 8.55 3.25 27.80 2.86 OK 2 Miragrid SXT 0.67 11.00 9.S1 2.86 29.44 2.65 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stability Static Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.S0 FOS Connection >=1.S0 17 10.67 Miragrid SXT 6.25 26.29 16 10.00 Miragrid SXT 17.02 14 8.67 Miragrid SXT 8.46 12 7.33 Miragrid SXT 6.17 10 6.00 Miragrid SXT 4.92 8 4.67 Miragrid SXT 4.09 6 3.33 Miragrid SXT 3.53 4 2.00 Miragrid SXT 3.13 2 0.67 Miragrid SXT 2.81 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft -•I 1.42 ft 12.00 ft 7.13 de Miragrid 3XT NCragrid 3XT NCragrid 3XT Miragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT 0,50 ft 11.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=12' 2-1 H=12'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data Fiie Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=10' 2-1 H=10'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inciination(degrees) 10.00 1.00 9.00 15 7.13 Grades Top Slope(degrees) Broken Back Distance(ft) 26.56 12.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie($) (degrees) Unit Weight (7){pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A SO.OO ISO.OO Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Diamond Pro Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(lnches) 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 7 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (Ib/ft) Connection Capacity (Ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosynthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.317 0.309 16.696 48.574 0.260 0.240 4.635 51.071 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Static Analvsis Calculated Design Criteria FOS Sliding 2.67 > 1.50 FOS Overturning 5.69 >2.00 FOS Bearing Capacity 10.69 >2.00 Base Reinforcement Length (L)(ft) 10.00 Base Reinforcement Ratio (L/H) 1.00 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 14 Miragrid SXT 8.67 10.00 2.43 20.57 21.01 5.66 OK 12 Miragrid SXT 7.33 10.00 3.45 11.55 19.98 4.85 OK 10 Miragrid SXT 6.00 10.00 4.46 7.73 20.08 4.23 OK 8 Miragrid SXT 4.67 10.00 5.46 5.78 20.97 3.75 OK 6 Miragrid SXT 3.33 10.00 6.48 4.62 22.34 3.37 OK 4 Miragrid SXT 2.00 10.00 7.49 3.87 23.95 3.05 OK 2 Miragrid SXT 0.67 10.00 8.49 3.30 25.48 2.79 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stabilitv Static Analvsis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 14 8.67 Miragrid SXT 5.94 17.32 12 7.33 Miragrid SXT 9.94 10 6.00 Miragrid SXT 6.80 8 4.67 Miragrid SXT 5.19 6 3.33 Miragrid SXT 4.24 4 2.00 Miragrid SXT 3.62 2 0.67 Miragrid SXT 3.15 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft W H 10.00 ft 1.00 ft IT'S NCragrid 3XT NCragrid 3XT NCragrid 3XT - NCragrid 3XT . NCragrid 3XT NCragrid 3XT NCragrid 3XT 0.50 ft 10.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=10' 2-1 H=10'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page I of 7 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data Fiie Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=8' 2-1 H=8'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 8.00 1.00 7.00 12 7.13 Grades Top Slope(degrees) Broken Back Distance(ft) 26.56 12.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Dead Load Surcharge(Psf) 0.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (Y)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 6 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid 5XT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.347 0.338 20.552 46.659 0.273 0.252 8.042 50.249 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Static Analvsis Calculated Design Criteria FOS Sliding 2.72 >1.50 FOS Overturning 6.24 >2.00 FOS Bearing Capacity 12.05 >2.00 Base Reinforcement Length (L)(ft) 9.00 Base Reinforcement Ratio (L/H) 1.12 >0.60 Results of Internal Stabilitv Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 11 Miragrid SXT 6.67 9.00 2.54 27.15 25.97 5.71 OK 10 Miragrid SXT 6.00 9.00 3.09 17.38 22.37 5.1S OK 8 Miragrid SXT 4.67 9.00 4.18 8.46 17.54 4.38 OK 6 Miragrid SXT 3.33 9.00 5.27 6.04 18.37 3.79 OK 4 Miragrid SXT 2.00 9.00 6.36 4.72 19.69 3.34 OK 2 Miragrid SXT 0.67 9.00 7.45 3.85 21.08 2.98 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stabilitv Static Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 11 6.67 Miragrid SXT 5.43 22.86 10 6.00 Miragrid SXT 14.80 8 4.67 Miragrid SXT 7.36 6 3.SS Miragrid SXT 5.37 4 2.00 Miragrid SXT 4.2S 2 0.67 Miragrid SXT 3.56 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft ->l S.00 ft NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT Miragrid 3XT NCragrid 3XT 0.50 ft 9.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=8' 2-1 H=8'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=6' 2-1 H=6'.prj 05/01/2012 09:47:06 Type of Structure : Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wail Height{ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 6.00 1.00 5.00 9 7.13 Grades Top Slope(degrees) Broken Back Distance(ft) 26.56 12.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(4>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 4 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.432 0.421 26.560 41.532 0.319 0.294 16.926 47.353 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Static Analysis Calcuiated Design Criteria FOS Sliding 2.40 >1.50 FOS Overturning 5.67 >2.00 FOS Bearing Capacity 12.80 >2.00 Base Reinforcement Length (L)(ft) 7.00 Base Reinforcement Ratio (L/H) 1.17 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 8 Miragrid SXT 4.67 7.00 1.31 15.11 6.34 5.70 OK 6 Miragrid SXT S.SS 7.00 2.66 8.48 8.91 4.35 OK 4 Miragrid SXT 2.00 7.00 3.99 5.68 10.65 3.52 OK 2 Miragrid SXT 0.67 7.00 5.33 4.24 12.31 2.96 OK Results of Facing Stability Static Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 S 4.67 Miragrid SXT 4.36 12.72 6 3.33 Miragrid SXT 7.30 4 2.00 Miragrid SXT 4.99 2 0.67 Miragrid SXT 3.81 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 Nc.tional Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 12,00 ft 6.00 ft NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT 0,50 ft 7.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=6' 2-1 H=6'.pr] 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page I of 6 SRWall (Version 4) Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=4' 2-1 H=4'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 4.00 1.00 3.00 6 7.13 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 12.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(4>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 2 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosvnthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosynthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used : No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soii(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.432 0.421 26.560 41.532 0.441 0.406 26.560 40.714 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stability Static Analysis Calculated Design Criteria FOS Sliding 1.83 >1.50 FOS Overturning 4.60 >2.00 FOS Bearing Capacity 13.46 >2.00 Base Reinforcement Length (L)(ft) 5.00 Base Reinforcement Ratio (L/H) 1.25 >0.60 Results of Internal Stability Static Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.50 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 5 Miragrid SXT 2.67 5.00 1.32 11.13 3.50 5.35 OK 2 Miragrid SXT 0.67 S.OO 3.33 5.72 6.66 2.99 OK Results of Facina Stability Static Analvsis SRW Unit # Heei Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 5 2.67 Miragrid SXT 4.36 9.37 2 0.67 Miragrid SXT 4.97 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout N- 12.00 ft 0.42 ft 4.00 ft 5.00 ft 0.50 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=4' 2-1 H=4'.pri 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 DIAMOND PRO 2:1 ABOVE SEISMIC National Concrete Masonary Association Page 1 of 7 Proiect Identification SRWall (Version 4) Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=12' 2-1 H=12'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA Ratio) :0.31 Wall Geometry Design Wall Height(ft) : 12.00 Embedment Wall Height(ft) : 1.00 Exposed Wall Design Height(ft) : 11.00 Number of Segmental Wall Units : 18 Wall Inclination(degrees) :7.13 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 12.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) :0.00 Dead Load Surcharge(Psf) :0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(<I>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(ib) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 9 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (Ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used : No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.302 0.294 0.445 0.434 14.033 49.614 0.252 0.232 0.352 0.324 2.203 51.598 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Seismic Analvsis Calculated Design Criteria FOS Sliding 1.76 > 1.10 FOS Overturning 3.24 >1.S0 FOS Bearing Capacity 7.14 >1.50 Base Reinforcement Length (L)(ft) 11.00 Base Reinforcement Ratio (L/H) 0.92 >0.60 Results of Internal Stability Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 17 Miragrid SXT 10.67 11.00 2.26 10.10 6.61 3.56 OK 16 Miragrid SXT 10.00 11.00 2.74 12.70 11.01 3.29 OK 14 Miragrid SXT 8.67 11.00 3.71 7.84 10.67 2.89 OK 12 Miragrid SXT 7.33 11.00 4.68 6.52 12.79 2.59 OK 10 Miragrid SXT 6.00 11.00 5.65 5.61 14.89 2.36 OK 8 Miragrid SXT 4.67 11.00 6.61 4.88 16.85 2.18 OK 6 Miragrid SXT 3.33 11.00 7.58 4.34 18.87 2.02 OK 4 Miragrid SXT 2.00 11.00 S.SS 3.92 20.93 1.89 OK 2 Miragrid SXT 0.67 11.00 9.51 S.SS 22.82 1.77 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stabilitv Seismic Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 17 10.67 Miragrid SXT 2.65 5.31 16 10.00 Miragrid SXT 6.76 14 8.67 Miragrid SXT 4.26 12 7.33 Miragrid SXT 3.62 10 6.00 Miragrid SXT 3.18 8 4.67 Miragrid SXT 2.83 6 3.33 Miragrid SXT 2.56 4 2.00 Miragrid SXT 2.36 2 0.67 Miragrid SXT 2.18 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft N H 1.42 ft 12.00 ft 7.13 de: 1.00 ft jk r 0.50 ft 11.00 ft NCragrid 3XT NCragrid 3XT NCragrid 3XT _ NCragrid 3XT - NCragrid 3XT . NCragrid 3XT . NCragrid 3XT NCragrid 3XT NCragrid 3XT -*\ Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=12' 2-1 H=12'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page I of 7 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=10' 2-1 H=10'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA Ratio) 0.31 Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 10.00 1.00 9.00 15 7.13 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 12.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie($) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu){lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 7 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tult (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.317 0.309 0.485 0.473 16.696 48.574 0.260 0.240 0.367 0.338 4.635 51.071 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Seismic Analysis Calculated Design Criteria FOS Sliding 1.81 > 1.10 FOS Overturning 3.54 >1.50 FOS Bearing Capacity 8.28 > 1.50 Base Reinforcement Length (L)(ft) 10.00 Base Reinforcement Ratio (L/H) 1.00 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 14 Miragrid SXT 8.67 10.00 2.43 8.09 5.16 3.72 OK 12 Miragrid SXT 7.33 10.00 3.45 8.60 9.29 3.13 OK 10 Miragrid SXT 6.00 10.00 4.46 7.00 11.37 2.74 OK 8 Miragrid SXT 4.67 10.00 5.46 5.87 13.31 2.45 OK 6 Miragrid SXT S.SS 10.00 6.48 5.07 15.30 2.22 OK 4 Miragrid SXT 2.00 10.00 7.49 4.47 17.31 2.04 OK 2 Miragrid SXT 0.67 10.00 S.49 3.98 19.18 1.88 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stabilitv Seismic Analysis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 14 8.67 Miragrid SXT 2.53 4.26 12 7.SS Miragrid SXT 4.62 10 6.00 Miragrid SXT 3.85 8 4.67 Miragrid SXT 3.29 6 3.33 Miragrid SXT 2.90 4 2.00 Miragrid SXT 2.61 2 0.67 Miragrid SXT 2.37 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout N- 12.00 ft 1.17 ft 10.00 ft NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT 0.50 ft 10.00 ft Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=10' 2-1 H=10'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 7 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=8' 2-1 H=8'.prj 05/01/2012 09:47:06 Type of Structure : Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA Ratio) 0.31 Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 8.00 1.00 7.00 12 7.13 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 12.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Dead Load Surcharge(Psf) 0.00 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(<E>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosvnthetic Reinforcement Tvpe and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 6 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (ib/ft) Connection Capacity (Ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used : No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.347 0.338 0.591 0.576 20.552 46.659 0.273 0.252 0.392 0.361 8.042 50.249 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Seismic Analysis Calculated Design Criteria FOS Sliding 1.87 > 1.10 FOS Overturning S.95 > 1.50 FOS Bearing Capacity 9.90 >1.S0 Base Reinforcement Length (L)(ft) 9.00 Base Reinforcement Ratio (L/H) 1.12 >0.60 Results of Internal Stability Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 11 Miragrid SXT 6.67 9.00 2.54 8.98 5.37 3.87 OK 10 Miragrid SXT 6.00 9.00 3.09 11.24 9.04 3.47 OK 8 Miragrid SXT 4.67 9.00 4.18 6.91 8.9S 2.92 OK 6 Miragrid SXT 3.33 9.00 5.27 5.74 10.90 2.54 OK 4 Miragrid SXT 2.00 9.00 6.36 4.92 12.85 2.26 OK 2 Miragrid SXT 0.67 9.00 7.45 4.28 14.68 2.04 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stabilitv Seismic Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 11 6.67 Miragrid SXT 2.27 4.73 10 6.00 Miragrid SXT 5.98 8 4.67 Miragrid SXT 3.76 6 3.33 Miragrid SXT 3.19 4 2.00 Miragrid SXT 2.79 2 0.67 Miragrid SXT 2.48 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 12.00 ft 8.00 ft NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT 0.50 ft 9.00 ft Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=8' 2-1 H=8'.prJ 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=6' 2-1 H=6'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA Ratio) :0.31 Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wail Inclination(degrees) 6.00 1.00 5.00 9 7.13 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 12.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) Dead Load Surcharge(Psf) :0.00 lO.OO file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(<I>) (degrees) Unit Weight (7)(Pcf) Reinforced Soli N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 SO.OO ISO.OO Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled){lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 4 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capaclty(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C-.\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontai Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Siope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.432 0.421 0.824 0.803 26.560 41.532 0.319 0.294 0.506 0.466 16.926 47.353 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Seismic Analvsis Calculated Design Criteria FOS Sliding 1.60 > 1.10 FOS Overturning 3.44 >1.50 FOS Bearing Capacity 9.79 > 1.50 Base Reinforcement Length (L)(ft) 7.00 Base Reinforcement Ratio (L/H) 1.17 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 8 Miragrid SXT 4.67 7.00 1.31 6.00 1.57 3.77 OK 6 Miragrid SXT 3.33 7.00 2.66 6.36 4.17 2.85 OK 4 Miragrid SXT 2.00 7.00 3.99 5.17 6.06 2.32 OK 2 Miragrid SXT 0.67 7.00 5.33 4.33 7.85 1.97 OK Results of Facing Stabilitv Seismic Analvsis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 8 4.67 Miragrid SXT 1.83 3.16 6 3.33 Miragrid SXT 3.42 4 2.00 iUliragrid SXT 2.84 2 0.67 Miragrid SXT 2.43 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 12,00 ft 6.00 ft 0,50 ft 7.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=6' 2-1 H=6'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=4' 2-1 H=4'.prj 05/01/2012 09:47:06 Type of Structure : Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA _ Ratio) • ""^^ Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 4.00 1.00 3.00 6 7.13 Grades Top Slope(degrees) Broken Back Distance(ft) 26.56 12.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 0.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle(<I)) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Cap Height (Inches) Unit Height (Hu)(lnches) Unit Width (Wu)(lnches) Unit Length (Inches) Setback (Inches) Weight (lnfilled)(lb) Unit Weight (lnfilled)(pcf) Center of Gravity(lnches) Diamond Pro 4.00 8.00 12.00 18.00 1.00 130.00 130.00 6.00 Geosvnthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 2 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (Ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.432 0.421 0.824 0.803 26.560 41.532 0.441 0.406 0.895 0.825 26.560 40.714 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stability Seismic Analvsis Calcuiated Design Criteria FOS Sliding 1.11 > 1.10 FOS Overturning 2.41 >1.S0 FOS Bearing Capacity 8.17 > 1.50 Base Reinforcement Length (L)(ft) 5.00 Base Reinforcement Ratio (L/H) 1.25 >0.60 Results of Internal Stabilitv Seismic Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 S Miragrid SXT 2.67 5.00 1.32 6.31 1.24 3.20 OK 2 Miragrid SXT 0.67 5.00 3.33 5.47 3.99 1.80 OK Results of Facing Stability Seismic Analysis SRW Unit # Heei Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 5 2.67 Miragrid SXT 1.83 3.32 2 0.67 Miragrid SXT 2.98 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 1*- 12.00 ft -*l 4.00 ft 0.50 ft 5.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM 2:1 ABOVE H=4' 2-1 H=4'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 DIAMOND PRO TIERED WALL STATIC National Concrete Masonary Association Page 1 of 7 Proiect Identification SRWall (Version 4) Report Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #14 TERRACE H=8.67' WALL #14 TER H=8.67'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wali Inclination(degrees) 8.67 1.00 7.67 13 7.13 Grades Top Slope(degrees) Broken Back Distance(ft) 26.56 15.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) Dead Load Surcharge(Psf) Dead Load Surcharge Setback(ft) 0.00 1130.00 15.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soli Zone Description Cohesion (c) (psf) Friction Angle(<l>) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Diamond Pro Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(Inches) 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 6 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosynthetic Properties Geosynthetic Product Tult (ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (Ib/ft) 2nd Inflection Point (ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used :No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.378 0.368 23.385 44.742 0.252 0.232 2.080 51.623 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stability Static Analysis Calculated Design Criteria FOS Sliding 1.61 >1.50 FOS Overturning 3.55 >2.00 FOS Bearing Capacity 6.44 >2.00 Base Reinforcement Length (L)(ft) 14.00 Base Reinforcement Ratio (L/H) 1.62 >0.60 Results of Internal Stability Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.S0 FOS Slide >=1.50 Layer Spacing (ft) >=2.0 12 Miragrid SXT 7.33 14.00 6.52 1.78 5.81 1.64 OK 10 Miragrid SXT 6.00 14.00 7.69 2.29 10.17 1.67 OK 8 Miragrid SXT 4.67 14.00 8.87 2.04 11.86 1.66 OK 6 Miragrid SXT 3.33 14.00 10.06 1.85 13.62 1.65 OK 4 Miragrid SXT 2.00 14.00 11.23 1.69 15.43 1.62 OK 2 Miragrid SXT 0.67 14.00 12.41 1.55 17.12 1.58 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facing Stabilitv Static Analvsis SRW Unit # Heel Eiev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.50 12 7.33 Miragrid SXT 4.94 14.53 10 6.00 Miragrid SXT 8.39 8 4.67 Miragrid SXT 5.69 6 3.33 Miragrid SXT 4.36 4 2.00 Miragrid SXT 3.57 2 0.67 Miragrid SXT 3.03 • file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 15.00 ft 8.67 ft i i i i i i i NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT 0,50 ft 14.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #14 TERRACE H=8.67' WALL #14 TER H=8.67'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #19 TERRACE H=8' WALL #19 TER H=8'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 8.00 1.00 7.00 12 7.13 Grades Top Slope(degrees) 0.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 1040.00 Dead Load Surcharge Setback(ft) : 7.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle($) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A SO.OO 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name Diamond Pro Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(lnches) 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT S Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tuit (Ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 4489.60 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 945.18 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 2221.17 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 3497.16 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strength properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (Ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strength properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Siope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.249 0.243 0.000 53.274 0.246 0.227 0.000 52.040 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 6 Result of External Stability Static Analvsis Calculated Design Criteria FOS Sliding 2.12 >1.50 FOS Overturning 5.65 >2.00 FOS Bearing Capacity 7.03 >2.00 Base Reinforcement Length (L)(ft) 10.00 Base Reinforcement Ratio (L/H) 1.25 >0.60 Results of Internal Stabilitv Static Analysis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.50 FOS Pullout >=1.S0 FOS Slide >=1.S0 Layer Spacing (ft) >=2.0 10 Miragrid SXT 6.00 10.00 5.27 2.10 1.81 4.35 OK 8 Miragrid SXT 4.67 10.00 6.10 3.46 5.74 3.37 OK 6 Miragrid SXT 3.33 10.00 6.93 3.10 8.18 2.88 OK 4 Miragrid SXT 2.00 10.00 7.76 2.81 10.69 2.57 OK 2 Miragrid SXT 0.67 10.00 8.58 2.56 13.14 2.34 OK Results of Facina Stability Static Analysis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.50 FOS Connection >=1.S0 10 6.00 Miragrid SXT 3.60 12.55 8 4.67 Miragrid SXT 10.23 6 3.33 Miragrid SXT 7.46 4 2.00 Miragrid SXT 5.9S 2 0.67 Miragrid SXT 4.95 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout 0.92 ft S.OO ft 7.13 deg 1.00 ft 1 i i i i i i NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT T 0.50 ft 10.00 ft Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #19 TERRACE H=8' WALL #19 TER H=8'.prj 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 DIAMOND PRO TIERED WALL SEISMIC National Concrete Masonary Association Page 1 of 7 Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time SRWall (Version 4) Report 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #14 TERRACE H=8.67' WALL #14 TER H=8.67'.pr] 05/01/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA Ratio) :0.31 Wall Geometry Design Wall Height(ft) Embedment Wail Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 8.67 1.00 7.67 13 7.13 Grades Top Slope(degrees) : 26.56 Broken Back Distance(ft) : 15.00 Uniform Distributed Surcharge Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 1130.00 Dead Load Surcharge Setback(ft) : 15.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 7 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angle($) (degrees) Unit Weight (7)(pcf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Seamental Unit Data Segmental Unit Name Diamond Pro Cap Height (Inches) 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(lnches) 6.00 Geosynthetic Reinforcement Type and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 6 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 7 Geosvnthetic Properties Geosynthetic Product Tult (Ib/ft) RFcr RFd RFid LTDS (ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosvnthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (ib/ft) 1st inflection Point (Ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (ib/ft) Max Connection Capacity(ib/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(ib/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used :No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 7 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soil(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.378 0.368 0.824 0.803 23.385 44.742 0.252 0.232 0.351 0.323 2.080 51.623 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 5 of 7 Result of External Stabilitv Seismic Analvsis Calculated Design Criteria FOS Sliding 1.36 >1.10 FOS Overturning 3.03 > 1.50 FOS Bearing Capacity 5.64 >1.50 Base Reinforcement Length (L)(ft) 14.00 Base Reinforcement Ratio (L/H) 1.62 >0.60 Results of Internal Stabilitv Seismic Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 12 Miragrid SXT 7.33 14.00 6.52 1.82 3.71 1.48 OK 10 Miragrid SXT 6.00 14.00 7.69 2.47 6.86 1.47 OK 8 Miragrid SXT 4.67 14.00 8.87 2.28 8.29 1.45 OK 6 Miragrid SXT 3.33 14.00 10.06 2.12 9.80 1.42 OK 4 Miragrid SXT 2.00 14.00 11.23 2.00 11.38 1.38 OK 2 Miragrid SXT 0.67 14.00 12.41 1.87 12.89 1.35 OK file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 7 Results of Facina Stabilitv Seismic Analvsis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 12 7.33 Miragrid SXT 1.85 2.25 10 6.00 Miragrid SXT 2.75 8 4.67 Miragrid SXT 2.40 6 3.33 Miragrid SXT 2.15 4 2.00 Miragrid SXT 1.96 2 0.67 Miragrid SXT 1.80 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 7 of 7 Wall Reinforcement Layout 15.00 ft S.67ft 0.50 ft 14.00 ft 1 i i i i i i NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #14 TERRACE H=8.67' WALL #14 TER H=8.67'.prj 05/01/2012 09:47:06 file://C-.\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 1 of 6 SRWall (Version 4) Report Proiect Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project Fiie Vendor Data File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #19 TERRACE H=8' WALL #19 TER H=8'.prj 05/01/2012 09:47:06 Type of Structure Reinforced Wall Seismic Analvsis Details Peak Ground Acceleration(PGA _ Ratio) • ""^^ Wall Geometry Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units Wall Inclination(degrees) 8.00 1.00 7.00 12 7.13 Grades Top Slope(degrees) :0.00 Uniform Distributed Surcharae Live Load Surcharge(Psf) : 0.00 Dead Load Surcharge(Psf) : 1040.00 Dead Load Surcharge Setback(ft) : 7.00 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 2 of 6 Soil Data Soil Zone Description Cohesion (c) (psf) Friction Angie(^) (degrees) Unit Weight (7)(PCf) Reinforced Soil N/A 30.00 130.00 Retained Soil N/A 30.00 130.00 Leveling Pad Soil N/A 40.00 100.00 Foundation Soil 0.00 30.00 130.00 Segmental Unit Data Segmental Unit Name : Diamond Pro Cap Height (Inches) : 4.00 Unit Height (Hu)(lnches) 8.00 Unit Width (Wu)(lnches) 12.00 Unit Length (Inches) 18.00 Setback (Inches) 1.00 Weight (lnfilled)(lb) 130.00 Unit Weight (lnfilled)(pcf) 130.00 Center of Gravity(lnches) .6.00 Geosvnthetic Reinforcement Tvoe and Number Supplier Product Name Number Miragrid 10XT 0 Miragrid 2XT 0 Miragrid SXT 5 Miragrid SXT 0 Miragrid SXT 0 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 3 of 6 Geosynthetic Properties Geosynthetic Product Tult (Ib/ft) RFcr RFd RFid LTDS (Ib/ft) Ci Cds Miragrid 10XT 9500.00 1.60 1.15 1.15 7183.36 0.90 0.90 Miragrid 2XT 2000.00 1.60 1.15 1.15 1512.29 0.90 0.90 Miragrid SXT 3500.00 1.60 1.15 1.15 2646.50 0.90 0.90 Miragrid SXT 4700.00 1.60 1.15 1.15 3553.88 0.90 0.90 Miragrid SXT 7400.00 1.60 1.15 1.15 5595.46 0.90 0.90 Unit-Unit Interface Properties Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (Ib/ft) 962.00 26.00 1950.00 Geosynthetic-SRW Unit Connection Strenath properties Geosynthetic Product Minimum Conn. Capacity (Ib/ft) 1st Inflection Point (ib/ft) 2nd Inflection Point (Ib/ft) Geosynthetic Product Minimum Conn. Capacity (Ib/ft) Normal Load (ib/ft) Connection Capacity (ib/ft) Normal Load (Ib/ft) Max Connection Capacity(lb/ft) Miragrid 10XT 937.00 1930.00 2690.00 3863.00 3619.00 Miragrid 2XT 686.00 1750.00 963.00 2002.00 1038.00 Miragrid SXT 1362.00 1500.00 1628.00 3000.00 1711.00 Miragrid SXT 1161.00 1923.00 1782.00 3856.00 2105.00 Miragrid SXT 1313.00 1500.00 1826.00 3000.00 2420.00 Geosvnthetic-SRW Unit Shear Strenath properties Geosynthetic Product Minimum Shear Capacity(lb/ft) Shear Friction Angle Maximum Shear Capacity (ib/ft) Miragrid 10XT 962.00 26.00 1950.00 Miragrid 2XT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Miragrid SXT 962.00 26.00 1950.00 Vertical Components Vertical Components of Earth Pressures Used No file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 4 of 6 Cofficients of Earth Pressure and Failure Plane Orientation Seismic Cofficient(K(int)) Seismic Cofficient(K(ext)) Reinforcement Soil(Static)(Ka) Reinforcement Soil(Static)(Kah Horizontal Component) Reinforcement Soil(Static + Dynamic)(Kae) Reinforcement Soil(Static + Dynamic)(Kaeh horizontal Component) Internal Modified Back Slope(Bint) Orientation of failure plane from horizontal(degrees) for Internal Stability Retained Soil(Static)(Ka) Retained Soil(Static)(Kah Horizontal Component) Retained Soii(Static + Dynamic)(Kae) Retained Soil(Static + Dynamic)(Kaeh horizontal Component) External Modified Back Slope(Bext) Orientation of failure plane from horizontal(degrees) for External Stability 0.130 0.130 0.249 0.243 0.337 0.328 0.000 53.274 0.246 0.227 0.340 0.313 0.000 52.040 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 r National Concrete Masonary Association Page 5 of 6 Result of External Stabilitv Seismic Analvsis Calcuiated Design Criteria FOS Sliding 1.69 >1.10 FOS Overturning 4.39 >1.50 FOS Bearing Capacity 6.26 >1.50 Base Reinforcement Length (L)(ft) 10.00 Base Reinforcement Ratio (L/H) 1.25 >0.60 Results of Internal Stabilitv Seismic Analvsis SRW Unit # Geosynthetic Product Elevation (ft) Length (ft) Anchor Length (ft) FOS Overstress >=1.10 FOS Pullout >=1.10 FOS Slide >=1.10 Layer Spacing (ft) >=2.00 10 Miragrid SXT 6.00 10.00 5.27 2.79 1.50 3.41 OK 8 Miragrid SXT 4.67 10.00 6.10 4.72 4.90 2.66 OK 6 Miragrid SXT 3.33 10.00 6.93 4.29 7.09 2.28 OK 4 Miragrid SXT 2.00 10.00 7.76 3.95 9.38 2.04 OK 2 Miragrid SXT 0.67 10.00 8.58 3.63 11.66 1.86 OK Results of Facing Stabilitv Seismic Analysis SRW Unit # Heel Elev (ft) Geosynthetic Product FOS Crest Toppling >=1.10 FOS Connection >=1.10 10 6.00 Miragrid SXT 1.74 S.10 8 4.67 Miragrid SXT 6.46 6 S.SS Miragrid SXT 5.27 4 2.00 Miragrid SXT 4.49 2 0.67 Miragrid SXT 3.91 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012 National Concrete Masonary Association Page 6 of 6 Wall Reinforcement Layout om ft 8.00 ft 7.13 deg 1.00 ft 1 T rz 0.50 ft 10.00 ft i i i i i i NCragrid 3XT NCragrid 3XT NCragrid 3XT NCragrid 3XT Mira^d3XT Project Identification Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 491-000 LCTS - COMMERCIAL O'DAY CONSULTANTS MMM WALL #19 TERRACE H=8' WALL #19 TER H=8'.pr| 05/01/2012 09:47:06 file://C:\Program Files (x86)\NCMA\SRWall 4.0\Report.html 5/2/2012