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Home My WebLink AboutB12-0356 REV2-4 Plans approved 101612DESIGNED BY:SCALE:APPVD. BY:DRAWN BY:DATE:SHEET NO.:JOB NO.OFBYDESCRIPTIONDATEREV.ACAD NO.4685 SOUTH ASH AVENUE, SUITE H-4TEMPE, AZ 85282 FAX. (480) 897-1133 PH. (480) 897-8200Consulting Engineers and ScientistsFORD PARK TECHNICAL SCOPE OF WORK VAILCOLORADO 27BJD/TMK BJD TMK NOT TO SCALE 10/4/2012 65125811 2RW-2530 SOUTH FRONTAGE RD E RW-2110/11/2012TMKREVISED SPECIFICATIONS AND GEOGRID EXTENT O E S ENTAFOSTRPDADNELNARCOFLOOOSINEGIOERARLTISEGERERDRDLAC.K 14395 1 RE V I E W E D F O R G E N E R A L A R R A N G E M E N T . RE V I E W S U B J E C T T O C O M P L I A N C E W I T H A L L CO N T R A C T R E Q U I R E M E N T S . D E T A I L E D DI M E N S I O N S A N D Q U A N T I T I E S N O T C H E C K E D . Da t e R e c e i v e d : _ _ _ _ _ _ _ _ _ Re v i e w e r : S J M Da t e R e t u r n e d : 1 0 / 1 5 / 2 0 1 2 NO E X C E P T I O N S T A K E N MA R T I N / M A R T I N I N C 10 / 1 5 / 2 0 1 2 Re v i e w e d F o r C o n f o r m a n c e t o T o w n o f V a i l De v e l o p m e n t S t a n d a r d s By P u b l i c W o r k s 10 - 1 7 - 1 2 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Haeberle at 7:25 am, Oct 18, 2012 82 0 0 82 1 0 BE G I N W A L L ST A 0 + 0 0 . 0 TOW 8208.67 BOW 8204.00 2 ELEVATION IN FEET LO W E R R E T A I N I N G W A L L - S T A 0 + 0 0 . 0 T O 1 + 8 3 . 6 : B L O C K A N D G E O G R I D P L A C E M E N T 82008210 END WALLSTA 1+83.6ELEVATION IN FEETTOW 8208.67 ST A 0 + 5 1 . 0 TOW 8207.33 BOW 8198.67 81 9 0 8190 RE I N F O R C E D C O N C R E T E LE V E L I N G P A D BOW 8204.00 MI R A F I 5 X T S T R U C T U R A L G E O G R I D S A L L L A Y E R S PR O J E C T I O N O F U P P E R RE T A I N I N G W A L L L E V E L I N G P A D ON T O L O W E R W A L L ; R E F E R T O TY P I C A L W A L L C R O S S S E C T I O N 2 FO R G E O G R I D I N S T A L L A T I O N I N TE I R E D P O R T I O N O F W A L L . ST A 1 + 2 9 . 0 TOW 8208.00 BOW 8199.33 "L " = 1 5 . 0 F E E T "L " = 15.0 FEET ST A 1 + 6 2 . 8 TOW 8208.00 BOW 8201.33TOW 8208.67 ST A 0 + 2 9 . 3 TOW 8208.00 BOW 8200.67 BOW 8202.00 BOW 8200.00 BOW 8200.00 BOW 8198.00 ST A 0 + 7 2 . 0 TOW 8206.67 BOW 8197.33 BOW 8196.67 ST A 0 + 8 4 . 0 TOW 8206.67 BOW 8196.67 BOW 8197.33 MI N I M U M G E O G R I D E M B E D M E N T L E N G T H " L " = 1 6 . 5 F E E T UP P E R M O S T G E O G R I D S ' L T ' SH A L L B E T E R M I N A T E D A T T H E ED G E O F T H E U P P E R RE T A I N I N G W A L L A S S H O W N ON T Y P I C A L C R O S S S E C T I O N 1 ON S H E E T R W - D 1 . 82 2 0 . 0 0 82 0 0 . 0 0 82 1 0 . 0 0 BE G I N W A L L ST A 0 + 0 0 . 0 TOW 8215.67 BOW 8211.67 1 ELEVATION IN FEET UP P E R R E T A I N I N G W A L L S T A 0 + 0 0 . 0 T O 2 + 7 4 . 5 : B L O C K A N D G E O G R I D P L A C E M E N T 82 3 0 . 0 0 ST A 0 + 4 5 . 0 TOW 8215.67 BOW 8207.67 2 STA 2+22.9TOW 8217.67 BOW 8207.671 STA 2TOW 8218.33 BOW 8210.33 MI N I M U M G E O G R I D E M B E D M E N T L E N G T H " L " = 6 . 0 F E E T MI R A F I 3 X T S T R U C T U R A L G E O G R I D S A L L L A Y E R S ST A 0 + 6 5 . 3 TOW 8215.67 BOW 8207.67 ST A 0 + 9 1 . 5 TOW 8215.67 BOW 8207.00 ST A 1 + 1 7 . 8 TOW 8215.67 BOW 8206.33 ST A 1 + 3 2 . 8 TOW 8215.67 BOW 8205.67 ST A 1 + 6 6 . 5 TOW 8216.33 BOW 8206.33 ST A 1 + 9 8 . 8 TOW 8217.00 BOW 8207.00 STA 2+45.3TOW 8217.67 BOW 8209.67 BOW 8210.33 BOW 8207.67 BOW 8207.02 BOW 8206.33 BOW 8205.67 BOW 8206.33 BOW 8207.00 MI N I M U M G E O G R I D E M B E D M E N T L E N G T H " L " = 8 . 0 F E E T MINIMUM GEOGRID EMBEDMENT LENGTH "L" = 7.0 FEET DESIGNED BY:SCALE:APPVD. BY:DRAWN BY:DATE:SHEET NO.:JOB NO.OFBYDESCRIPTIONDATEREV.ACAD NO.4685 SOUTH ASH AVENUE, SUITE H-4TEMPE, AZ 85282 FAX. (480) 897-1133 PH. (480) 897-8200Consulting Engineers and ScientistsFORD PARK RETAINING WALL PROFILES VAILCOLORADO 47BJD/TMK BJD TMK NOT TO SCALE 10/4/2012 65125811 4RW-4530 SOUTH FRONTAGE RD E RW-4110/11/2012TMKREVISED SPECIFICATIONS AND GEOGRID EXTENT O E S ENTAFOSTRPDADNELNARCOFLOOOSINEGIOERARLTISEGERERDRDLAC.K 143951"=10'PROFILE SCALE 510 FEET0 LE G E N D : KE Y S T O N E C O M P A C B L O C K U N I T S TOWELEVATION AT TOP OF BLOCK WALL OR SIDEWALK RE I N F O R C E D C O N C R E T E L E V E L I N G P A D B O W ELEVATION AT BOTTOM OF BLOCK WALL TOP OF LEVELING PAD MI R A G R I D 3 X T S T R U C T U R A L G E O G R I D STASTATION ALONG RETAINING WALL ALIGNMENT MI R A G R I D 5 X T S T R U C T U R A L G E O G R I D "L"MINIMUM GEOGRID EMBEDMENT LENGTH FI N I S H E D G R A D E A T T O P O F W A L L I N D I C A T E S C H A N G E I N G E O G R I D L E N G T H FI N I S H E D G R A D E A T B O T T O M O F W A L L M I R A G R I D 5 X T S T R U C T U R A L G E O G R I D T R U N C A T E D A T FACE OF UPPER WALL STA 2+74.58220.00 8200.008210.008230.00 ELEVATION IN FEET CONTINUED ON SHEET RW-5 ReviewedForConformancetoTownofVail DevelopmentStandards ByPublicWorks 10-17-12 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e at 7: 2 7 am , Oc t 18 , 20 1 2 82 2 0 . 0 0 82 0 0 . 0 0 82 1 0 . 0 0 EN D W A L L ST A 4 + 2 3 . 0 82 3 0 . 0 0 ELEVATION IN FEET ST A 3 + 3 8 . 5 TOW 8219.00 BOW 8211.67 ST A 3 + 4 3 . 7 TOW 8219.00 BOW 8211.67 TU R N P O I N T T U R N P O I N T PR O P O S E D M I N I M U M 5 " T H I C K SI D E W A L K B Y O T H E R S . P R O V I D E EX P A N S I O N M A T E R I A L B E T W E E N BA S E O F S I D E W A L K A N D T O P O F RE T A I N I N G W A L L W A L L U N I T S MI N I M U M G E O G R I D E M B E D M E N T L E N G T H " L " = 6 . 0 F E E T MI N I M U M G E O G R I D E M B E D M E N T L E N G T H " L " = 6 . 0 F E E T 2+ 8 2 . 0 UP P E R R E T A I N I N G W A L L S T A 2 + 7 4 . 5 T O 4 + 2 3 : B L O C K A N D G E O G R I D P L A C E M E N T 1 BOW 8211.33TOW 8218.33 TOW 8216.00 BOW 8212.33 MI R A F I 3 X T S T R U C T U R A L G E O G R I D S A L L L A Y E R S DESIGNED BY:SCALE:APPVD. BY:DRAWN BY:DATE:SHEET NO.:JOB NO.OFBYDESCRIPTIONDATEREV.ACAD NO.4685 SOUTH ASH AVENUE, SUITE H-4TEMPE, AZ 85282 FAX. (480) 897-1133 PH. (480) 897-8200Consulting Engineers and ScientistsFORD PARK RETAINING WALL PROFILES VAILCOLORADO 57BJD/TMK BJD TMK NOT TO SCALE 10/4/2012 65125811 5RW-5530 SOUTH FRONTAGE RD E RW-5110/11/2012TMKREVISED SPECIFICATIONS AND GEOGRID EXTENT O E S ENTAFOSTRPDADNELNARCOFLOOOSINEGIOERARLTISEGERERDRDLAC.K 143951"=10'PROFILE SCALE 510 FEET0 LE G E N D : KE Y S T O N E C O M P A C B L O C K U N I T S TOWELEVATION AT TOP OF BLOCK WALL OR SIDEWALK RE I N F O R C E D C O N C R E T E L E V E L I N G P A D B O W ELEVATION AT BOTTOM OF BLOCK WALL TOP OF LEVELING PAD MI R A G R I D 3 X T S T R U C T U R A L G E O G R I D STASTATION ALONG RETAINING WALL ALIGNMENT MI R A G R I D 5 X T S T R U C T U R A L G E O G R I D "L"MINIMUM GEOGRID EMBEDMENT LENGTH FI N I S H E D G R A D E A T T O P O F W A L L I N D I C A T E S C H A N G E I N G E O G R I D L E N G T H FI N I S H E D G R A D E A T B O T T O M O F W A L L M I R A G R I D 5 X T S T R U C T U R A L G E O G R I D T R U N C A T E D A T FACE OF UPPER WALL ST A 2 + 7 4 . 5 82 2 0 . 0 0 82 0 0 . 0 0 82 1 0 . 0 0 82 3 0 . 0 0 ELEVATION IN FEET CONTINUED FROM SHEET RW-4 ReviewedForConformancetoTownofVail DevelopmentStandards ByPublicWorks 10-17-12 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e at 7: 2 7 am , Oc t 18 , 20 1 2 PR O V I D E 4 " D I A M E T E R S O L I D DR A I N P I P E W E E P H O L E S A T MA X I M U M 3 0 ' O N C E N T E R ( T Y P . ) SE E D E T A I L T H I S S H E E T 8 1 PR O V I D E 4 " D I A M E T E R S O L I D DR A I N P I P E W E E P H O L E S A T MA X I M U M 3 0 ' O N C E N T E R ( T Y P . ) SE E D E T A I L T H I S S H E E T 8 1 FI N I S H E D G R A D E A T BO T T O M O F W A L L TY P I C A L T I E R E D R E T A I N I N G W A L L C R O S S S E C T I O N ( N O T T O S C A L E ) 2 RE I N F O R C E D B A C K F I L L S E E S H E E T RW - 1 F O R S P E C I F I C A T I O N S (19.0 FEET MAXIMUM) TO W E L . ( V A R I E S ) BO W E L . ( V A R I E S ) DESIGN WALL HEIGHT "H" KE Y S T O N E C O M P A C BL O C K U N I T ( T Y P . ) SC R E E N F E N C E O R H A N D R A I L ( D E S I G N B Y O T H E R S ) . CU T G E O G R I D S N E A T L Y A R O U N D SL E E V E - I T S Y S T E M MI N I M U M 8 - I N C H E S L O W PE R M E A B I L I T Y ( C L A Y E Y ) CO M P A C T E D ON - S I T E S O I L S MI N I M U M G E O G R I D E M B E D M E N T L E N G T H " L " MI N I M U M 1 - F O O T O F U N I T F I L L B E H I N D B L O C K C O U R S E S ( T Y P . ) S L O P E V A R I E S ( 4 H : 1 V M A X ) ST O N E V E N E E R ; A T T A C H T O K E Y S T O N E U N I T S W I T H B R I C K O R R O C K T I E S ; P L A C E T I E S 1 6 " O. C . V E R T I C A L L Y A N D 1 8 " O . C . H O R I Z O N T A L L Y ; 9 G A 30 4 S S W I R E @ 1 6 " O . C . 1 8 " H O R I Z . A N C H O R I N T O ST O N E V E N E E R A N D B L O C K W I T H W E D G E - A L L 3/ 8 " x 3 " W E D G E A N C H O R ( T Y P . ) O R A N Y O T H E R SU I T A B L E M E A N S O F P O S I T I V E C O N N E C T I O N SL E E V E - I T ™ S Y S T E M O R E Q U I V A L E N T . S E E D E T A I L S O N S H E E T R W - D 2 . APPROXIMATE EXISTING GRADE PER CIVIL DRAWINGS 3 I N C H E S M I N I M U M 42 I N C H E S M I N I M U M ( T Y P I C A L A L L W A L L S ) 1. 0 F O O T M I N . TR U N C A T E U P P E R M O S T G E O G R I D ' L T' AT T H E F A C E O R L E V E L I N G P A D O F UP P E R W A L L A S S H O W N ( T Y P . ) 6- I N C H R E I N F O R C E D CO N C R E T E L E V E L I N G P A D (S E E D E T A I L S H E E T R W - D 2 ) 4" D I A M E T E R P E R F O R A T E D A D S O R PV C P I P E W R A P P E D I N F A B R I C . S E E TO E D R A I N D E T A I L T H I S S H E E T . MI R A G R I D G E O G R I D R E I N F O R C E M E N T ( T Y P . ) . S E E W A L L PR O F I L E S F O R G E O G R I D T Y P E , M I N I M U M E M B E D M E N T LE N G T H S A N D L A Y E R E L E V A T I O N S . RE T A I N E D B A C K F I L L S H A L L M E E T EN G I N E E R I N G P R O P E R T I E S O U T L I N E D IN T H E T H E C H N I C A L S C O P E O F W O R K SL O P E P E R O S H A RE Q U I R E M E N T S SA N D S T O N E C A P U N I T (T Y P . ) B Y O T H E R S 3 I N C H E S M I N I M U M PR O V I D E 4 " D I A M E T E R S O L I D DR A I N P I P E W E E P H O L E S A T MA X I M U M 3 0 ' O N C E N T E R ( T Y P . ) SE E D E T A I L T H I S S H E E T 8 1 6-INCH REINFORCED CONCRETE LEVELING PAD (SEE DETAIL SHEET RW-D2)HAND RAILING (DESIGN BY OTHERS).FINISHED GRADE AT TOP OF WALL; SIDEWALK (BY OTHERS) WHERE SHOWN ON THE RETAINING WALL PROFILE 1" A S P H A L T B A S E D E X P A N S I O N MA T E R I A L B E T W E E N B L O C K A N D SI D E W A L K . P R O V I D E H O R I Z O N T A L JO I N T I N S T O N E V E N E E R A T T H E SI D E W A L K L O C A T I O N T O A L L O W F O R EX P A N S I O N A N D C O N T R A C T I O N MIRAGRID GEOGRID REINFORCEMENT (TYP.). SEE WALL PROFILES FOR GEOGRID TYPE, MINIMUM EMBEDMENT LENGTHS AND LAYER ELEVATIONS.RETAINED BACKFILL SHALL MEET ENGINEERING PROPERTIES OUTLINED IN THE THECHNICAL SCOPE OF WORK REINFORCED BACKFILL SEE SHEET RW-1 FOR SPECIFICATIONSSLOPE PER OSHA REQUIREMENTS MINIMUM GEOGRID EMBEDMENT LENGTH "L"MINIMUM 1-FOOT OF UNIT FILL BEHIND BLOCK COURSES (TYP.) TY P I C A L U P P E R R E T A I N I N G W A L L C R O S S S E C T I O N ( N O T T O S C A L E ) 1 42 I N C H E S M I N I M U M ( T Y P I C A L A L L W A L L S ) (10.0 FEET MAXIMUM) TO W E L . ( V A R I E S ) BO W E L . ( V A R I E S ) DESIGN WALL HEIGHT "H" MINIMUM 8-INCHES LOW PERMEABILITY (CLAYEY)COMPACTED ON-SITE SOILS 3 INCHES MINIMUM RE M O V E P O R T I O N O F AD J A C E N T U N I T S T O A L L O W DR A I N T I L E T H R U F A C E . DA Y L I G H T D R A I N TH R O U G H W A L L F A C E FI N I S H E D G R A D E A T BO T T O M O F W A L L SP A C I N G V A R I E S 30 F E E T M A X . DA Y L I G H T D R A I N TH R O U G H W A L L F A C E PR O F I L E V I E W TO E D R A I N D E T A I L PL A N V I E W 2" C U T 1S T C O U R S E A B O V E G R A D E 2N D C O U R S E A B O V E G R A D E JO I N T O S U B D R A I N D R A I N . S E E DE T A I L O N T H I S S H E E T ( T Y P ) . 4" C R O S S 4" D I A M E T E R P E R F O R A T E D AD S O R P V C P I P E W R A P P E D IN F A B R I C DESIGNED BY:SCALE:APPVD. BY:DRAWN BY:DATE:SHEET NO.:JOB NO.OFBYDESCRIPTIONDATEREV.ACAD NO.4685 SOUTH ASH AVENUE, SUITE H-4TEMPE, AZ 85282 FAX. (480) 897-1133 PH. (480) 897-8200 Consulting Engineers and ScientistsFORD PARK TYPICAL RETAINING WALL CROSS SECTION VAILCOLORADO 67BJD/TMK BJD TMK NOT TO SCALE 10/4/2012 65125811 6RW-D1530 SOUTH FRONTAGE RD E RW-D1OESENTAFOSTRPDADNELNARCOFLOOOSINEGIOERARLTISEGERERDRDLAC.K 14395 ReviewedForConformancetoTownofVail DevelopmentStandards ByPublicWorks 10-17-12 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e at 7: 2 7 am , Oc t 18 , 20 1 2 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.2 PROJECT IDENTIFICATION Title:Ford ParkProject Number:65125811 Client:Miller Wall CompanyDesigner:TMK/BJDStation Number:Lower Wall Sta 0+80 Description: Upper Wall Sta 1+22 Company's information: Name:Terracon Consultants Inc.Street:4685 S. Ash Avenue, Suite H-4 Tempe, AZ 85282Telephone #:480-897-8200 Fax #:480-897-1133E-Mail:bjdatlon@terracon.com Original file path and name:N:\Projects\2012\65125811\PROJECT DOCUMENTS (Reports-Le..........=19' slope bench.BEN Original date and time of creating this file:Thu Oct 04 08:08:04 2012 PROGRAM MODE:ANALYSIS of SUPERIMPOSED WALLusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 1 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 REVIEWED FOR GENERAL ARRANGEMENT. REVIEW SUBJECT TO COMPLIANCE WITH ALL CONTRACT REQUIREMENTS. DETAILED DIMENSIONS AND QUANTITIES NOT CHECKED. Date Received: _________ Reviewer: SJM Date Returned: 10/15/2012 NO EXCEPTIONS TAKEN MARTIN/MARTIN, INC. 10/15/2012 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,J 120.0 lb/ft ³Design value of internal angle of friction,I 30.0 ° RETAINED SOILUnit weight,J 120.0 lb/ft ³ Design value of internal angle of friction,I 28.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,J equiv.120.0 lb/ft ³Equivalent internal angle of friction,Iequiv.28.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table is at wall base elevation LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane,= 60.00° (see Fig. 28 in DEMO 82).\Ka (external stability) = 0.3619 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients (calculated by MSEW): Nc = 25.80 N = 16.72J SEISMICITY Not Applicable Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 2 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geogrids (Analysis) D A T A Geogrid type #1 Geogrid type #2 Geogrid type #3 Geogrid type #4 Geogrid type #5 Tult [lb/ft]3500.0Durability reduction factor, RFd 1.10Installation-damage reduction factor, RFid 1.25 Creep reduction factor, RFc 1.60Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.101.25 1.60N/A1.000 23.41 I0.75·tan 0.8 N/A N/A N/A N/A N/A N/AFriction angle along geogrid-soil interface,23.41Pullout resistance factor, F*0.75·tanI Scale-effect correction factor,0.8 U D Note: Z for calculating K/Ka and F* is measured from top of the wall at the face (AASHTO). Variation of Lateral Earth Pressure Coefficient With Depth Z K / Ka 0 ft 1.00 3.3 ft 1.00 6.6 ft 1.00 9.8 ft 1.00 13.1 ft 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 3 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Facia and Connection (according to revised Demo 82) (Analysis) FACIA type: Facing enabling frictional connection of reinforcement (e.g., modular concrete blocks, gabions)Depth/height of block is 1.50/0.67 ft. Horizontal distance to Center of Gravity of block is 0.50 ft. Average unit weight of block is = 120.00 lb/ft ³Jf Z / Hd To-static / Tmax Top of wall 0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax 0.00 1.00 0.25 1.000.50 1.000.75 1.00 1.00 1.00 Geogrid Type #1VCRult(1)(2) (3) Geogrid Type #2VCRult Geogrid Type #3VCRult Geogrid Type #4VCRult Geogrid Type #5VCRult 0.0 0.15 0.0 0.24733.3 0.44 1148.7 0.43 1127.3 0.47 1533.3 0.43 N/A N/A N/A Geogrid Type #1VCRcr Geogrid Type #2VCRcr Geogrid Type #3VCRcr Geogrid Type #4VCRcr Geogrid Type #5VCRcr 0.0 0.15 0.0 0.13771.3 0.40 1003.3 0.35 1126.0 0.42 1500.7 0.421533.3 0.42 N/A N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²]VCRult = Tc-ult / Tult CRcr = Tcre / Tult D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Miragrid ..Miragrid ..N/A N/A N/AConnection strength reduction factor, RFd 1.10 1.10 N/A N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 4 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of SUPERIMPOSED wall) Design height, Hd 19.04 [ft]{ Embedded depth is E = 3.57 ft, and height above top of finishedbottom grade is H = 15.47 ft, where H1 = 6.10 and H2 = 6.13 }Batter,Z 0.0 [deg] Backslope,E 3.0 [deg]Backslope rise 1.5 [ft]Broken back equivalent angle, I = 2.26° (see Fig. 25 in DEMO 82) Offset of upper segment from lower one, Offset = 8.6 ft, Blackslope2 = 20.7 deg. and Backslope rise, S2 = 3.3 ft. U N I F O R M S U R C H A R G E Uniformly distributed dead load is 0.0 [lb/ft ²], and live load is 100.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6 8 10 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 5 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 3.62, Meyerhof stress = 2033 lb/ft². Foundation Interface: Direct sliding, Fs = 1.805, Eccentricity, e/L = 0.0445, Fs-overturning = 4.78 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 1.33 16.50 2 1.57 2.24 2.239 24.416 1.535 0.0253 Miragrid 5XT 2 2.00 16.50 2 2.73 4.11 4.109 42.081 1.569 0.0154 Miragrid 5XT33.33 16.50 2 2.01 3.38 3.382 30.359 1.640 -0.0050 Miragrid 5XT44.67 16.50 2 2.00 3.81 3.812 29.674 1.713 -0.0271 Miragrid 5XT 5 6.00 16.50 2 1.99 4.38 4.383 29.278 1.787 -0.0516 Miragrid 5XT67.33 16.50 2 2.79 7.25 7.251 41.007 1.856 -0.0802 Miragrid 5XT78.67 16.50 2 1.51 4.80 4.798 22.568 1.913 -0.1164 Miragrid 5XT 8 10.00 8.00 1 3.44 4.12 4.123 15.252 1.700 0.0992 Miragrid 3XT911.33 8.00 1 2.24 2.74 2.736 7.787 1.921 0.0741 Miragrid 3XT1013.33 8.00 1 2.15 2.88 2.883 5.083 2.389 0.0418 Miragrid 3XT 11 15.33 8.00 1 2.39 4.06 4.061 3.744 3.152 0.0155 Miragrid 3XT1217.33 8.00 1 4.00 9.22 9.225 2.971 4.562 -0.0097 Miragrid 3XT1318.00 8.00 1 5.87 15.40 15.398 2.696 5.259 -0.0230 Miragrid 3XT GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR = 0.0) For the specified search grid, the calculated minimum Fs is 1.689 (it corresponds to a critical circle at Xc = 1.82, Yc = 26.66 and R = 29.28 [ft] ). Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 6 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6 8 10[ft] STATIC SEISMIC UNITS (Water table is at wall base elevation)Ultimate bearing capacity, q-ult 7353 N/A [lb/ft ²]Meyerhof stress,VV 2033.0 N/A [lb/ft ²] Eccentricity, e 0.61 N/A [ft]Eccentricity, e/L 0.037 N/AFs calculated 3.62 N/A Base length 16.50 N/A [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 7 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.805 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 1.33 16.50 1.535 N/A 2 Miragrid 5XT22.00 16.50 1.569 N/A 2 Miragrid 5XT 3 3.33 16.50 1.640 N/A 2 Miragrid 5XT44.67 16.50 1.713 N/A 2 Miragrid 5XT56.00 16.50 1.787 N/A 2 Miragrid 5XT 6 7.33 16.50 1.856 N/A 2 Miragrid 5XT78.67 16.50 1.913 N/A 2 Miragrid 5XT810.00 8.00 1.700 N/A 1 Miragrid 3XT 9 11.33 8.00 1.921 N/A 1 Miragrid 3XT1013.33 8.00 2.389 N/A 1 Miragrid 3XT1115.33 8.00 3.152 N/A 1 Miragrid 3XT 12 17.33 8.00 4.562 N/A 1 Miragrid 3XT1318.00 8.00 5.259 N/A 1 Miragrid 3XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0445; Overturning: Fs-static = 4.78 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 1.33 16.50 0.0253 N/A 2 Miragrid 5XT22.00 16.50 0.0154 N/A 2 Miragrid 5XT 3 3.33 16.50 -0.0050 N/A 2 Miragrid 5XT44.67 16.50 -0.0271 N/A 2 Miragrid 5XT56.00 16.50 -0.0516 N/A 2 Miragrid 5XT 6 7.33 16.50 -0.0802 N/A 2 Miragrid 5XT78.67 16.50 -0.1164 N/A 2 Miragrid 5XT810.00 8.00 0.0992 N/A 1 Miragrid 3XT 9 11.33 8.00 0.0741 N/A 1 Miragrid 3XT1013.33 8.00 0.0418 N/A 1 Miragrid 3XT1115.33 8.00 0.0155 N/A 1 Miragrid 3XT 12 17.33 8.00 -0.0097 N/A 1 Miragrid 3XT1318.00 8.00 -0.0230 N/A 1 Miragrid 3XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 8 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 1.33 2136 954.35 N/A N/A 2.239 N/A N/A Miragrid 5XT22.00 2136 519.88 N/A N/A 4.109 N/A N/A Miragrid 5XT 3 3.33 2136 631.70 N/A N/A 3.382 N/A N/A Miragrid 5XT44.67 2136 560.41 N/A N/A 3.812 N/A N/A Miragrid 5XT56.00 2136 487.42 N/A N/A 4.383 N/A N/A Miragrid 5XT 6 7.33 2136 294.63 N/A N/A 7.251 N/A N/A Miragrid 5XT78.67 2136 445.23 N/A N/A 4.798 N/A N/A Miragrid 5XT810.00 1591 385.83 N/A N/A 4.123 N/A N/A Miragrid 3XT 9 11.33 1591 581.40 N/A N/A 2.736 N/A N/A Miragrid 3XT1013.33 1591 551.77 N/A N/A 2.883 N/A N/A Miragrid 3XT1115.33 1591 391.77 N/A N/A 4.061 N/A N/A Miragrid 3XT 12 17.33 1591 172.47 N/A N/A 9.225 N/A N/A Miragrid 3XT1318.00 1591 103.32 N/A N/A 15.398 N/A N/A Miragrid 3XT RESULTS for PULLOUT Live Load included in calculating Tmax NOTE: Live load is not included in calculating the overburden pressure used to assess pullout resistance. #Geogrid Elevation[ft] Coverage Ratio Tmax [lb/ft] Tmd [lb/ft] Le [ft](see NOTE) La [ft] Avail.Static Pullout, Pr[lb/ft] Specified StaticFs Actual StaticFs Avail.Seism. Pullout, Pr[lb/ft] Specified SeismicFs Actual SeismicFs 1 1.33 1.000 954.3 N/A 15.73 0.77 23301.7 N/AN/A 24.416 N/A N/A 2 2.00 1.000 519.9 N/A 15.35 1.15 21877.4 N/AN/A 42.081 N/A N/A33.33 1.000 631.7 N/A 14.58 1.92 19177.8 N/AN/A 30.359 N/A N/A44.67 1.000 560.4 N/A 13.80 2.70 16629.5 N/AN/A 29.674 N/A N/A 5 6.00 1.000 487.4 N/A 13.04 3.46 14270.8 N/AN/A 29.278 N/A N/A67.33 1.000 294.6 N/A 12.27 4.23 12081.9 N/AN/A 41.007 N/A N/A78.67 1.000 445.2 N/A 11.49 5.01 10048.1 N/AN/A 22.568 N/A N/A 8 10.00 1.000 385.8 N/A 7.83 0.17 5884.8 N/AN/A 15.252 N/A N/A911.33 1.000 581.4 N/A 7.06 0.94 4527.1 N/AN/A 7.787 N/A N/A1013.33 1.000 551.8 N/A 5.91 2.09 2804.9 N/AN/A 5.083 N/A N/A 11 15.33 1.000 391.8 N/A 4.75 3.25 1466.7 N/AN/A 3.744 N/A N/A1217.33 1.000 172.5 N/A 3.60 4.40 512.4 N/AN/A 2.971 N/A N/A1318.00 1.000 103.3 N/A 3.21 4.79 278.6 N/AN/A 2.696 N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 9 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 1.33 954 0.41 0.35 1496 2136 N/A 1.57 N/A 2.24 Miragrid 5XT22.00 520 0.39 0.33 1421 2136 N/A 2.73 N/A 4.11 Miragrid 5XT33.33 632 0.37 0.30 1272 2136 N/A 2.01 N/A 3.38 Miragrid 5XT 4 4.67 560 0.34 0.26 1121 2136 N/A 2.00 N/A 3.81 Miragrid 5XT56.00 487 0.31 0.23 971 2136 N/A 1.99 N/A 4.38 Miragrid 5XT67.33 295 0.29 0.19 822 2136 N/A 2.79 N/A 7.25 Miragrid 5XT 7 8.67 445 0.26 0.16 671 2136 N/A 1.51 N/A 4.80 Miragrid 5XT810.00 386 0.47 0.42 1329 1591 N/A 3.44 N/A 4.12 Miragrid 3XT911.33 581 0.45 0.41 1300 1591 N/A 2.24 N/A 2.74 Miragrid 3XT 10 13.33 552 0.42 0.37 1184 1591 N/A 2.15 N/A 2.88 Miragrid 3XT1115.33 392 0.33 0.29 937 1591 N/A 2.39 N/A 4.06 Miragrid 3XT1217.33 172 0.23 0.22 689 1591 N/A 4.00 N/A 9.22 Miragrid 3XT 13 18.00 103 0.20 0.19 607 1591 N/A 5.87 N/A 15.40 Miragrid 3XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 10 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:42:09 2012 N:\.....ttal I\Calculations\100 PSF Surcharge Snow Load\Lower Wall Sta. 0+80 H=19' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR = 0.0) For the specified search grid, the calculated minimum Fs is 1.689 (it corresponds to a critical circle at Xc = 1.82, Yc = 26.66 and R = 29.28 [ft] where (x=0, y=0) is taken at the TOE or Xc = 67.44, Yc = 1026.66 and R = 29.28 [ft] when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer #1:J I= 120.00 [lb/ft ³]= 28.0°c = 0.00 [lb/ft ²]x [ft]y [ft]0.0977.3 6.6980.5 13.1983.8 45.51000.0 65.51000.2 275.61000.0 282.11000.0 288.71000.0 295.31000.0 311.71065.6 328.11065.6 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 11 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.2 PROJECT IDENTIFICATION Title:Ford ParkProject Number:65125811 Client:Miller Wall CompanyDesigner:TMK/BJDStation Number:Lower Wall Sta 1+69 Description: Company's information: Name:Terracon Consultants Inc.Street:4685 S. Ash Avenue, Suite H-4 Tempe, AZ 85282Telephone #:480-897-8200Fax #:480-897-1133 E-Mail:bjdatlon@terracon.com Original file path and name:N:\Projects\2012\65125811\PROJECT DOCUMENTS (Reports-Le..... .....=15' slope bench.BEN Original date and time of creating this file:Wed Sep 26 11:24:07 2012 PROGRAM MODE:ANALYSISof SUPERIMPOSED WALL using GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 1 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,J 120.0 lb/ft ³Design value of internal angle of friction,I 30.0 ° RETAINED SOILUnit weight,J 120.0 lb/ft ³ Design value of internal angle of friction,I 28.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,J equiv.120.0 lb/ft ³Equivalent internal angle of friction,Iequiv.28.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table is at wall base elevation LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane,= 60.00° (see Fig. 28 in DEMO 82).\Ka (external stability) = 0.3625 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients (calculated by MSEW): Nc = 25.80 N = 16.72J SEISMICITY Not Applicable Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 2 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geogrids (Analysis) D A T A Geogrid type #1 Geogrid type #2 Geogrid type #3 Geogrid type #4 Geogrid type #5 Tult [lb/ft]3500.0Durability reduction factor, RFd 1.10Installation-damage reduction factor, RFid 1.25 Creep reduction factor, RFc 1.60Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.101.25 1.60N/A1.000 23.41 I0.75·tan 0.8 N/A N/A N/A N/A N/A N/AFriction angle along geogrid-soil interface,23.41Pullout resistance factor, F*0.75·tanI Scale-effect correction factor,0.8 U D Note: Z for calculating K/Ka and F* is measured from top of the wall at the face (AASHTO). Variation of Lateral Earth Pressure Coefficient With Depth Z K / Ka 0 ft 1.00 3.3 ft 1.00 6.6 ft 1.00 9.8 ft 1.00 13.1 ft 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 3 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Facia and Connection (according to revised Demo 82) (Analysis) FACIA type: Facing enabling frictional connection of reinforcement (e.g., modular concrete blocks, gabions)Depth/height of block is 1.50/0.67 ft. Horizontal distance to Center of Gravity of block is 0.50 ft. Average unit weight of block is = 120.00 lb/ft ³Jf Z / Hd To-static / Tmax Top of wall 0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax 0.00 1.00 0.25 1.000.50 1.000.75 1.00 1.00 1.00 Geogrid Type #1VCRult(1)(2) (3) Geogrid Type #2VCRult Geogrid Type #3VCRult Geogrid Type #4VCRult Geogrid Type #5VCRult 0.0 0.15 0.0 0.24733.3 0.44 1148.7 0.43 1127.3 0.47 1533.3 0.43 N/A N/A N/A Geogrid Type #1VCRcr Geogrid Type #2VCRcr Geogrid Type #3VCRcr Geogrid Type #4VCRcr Geogrid Type #5VCRcr 0.0 0.15 0.0 0.13771.3 0.40 1003.3 0.35 1126.0 0.42 1500.7 0.421533.3 0.42 N/A N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²]VCRult = Tc-ult / Tult CRcr = Tcre / Tult D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Miragrid ..Miragrid ..N/A N/A N/AConnection strength reduction factor, RFd 1.10 1.10 N/A N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 4 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of SUPERIMPOSED wall) Design height, Hd 15.04 [ft]{ Embedded depth is E = 3.57 ft, and height above top of finishedbottom grade is H = 11.47 ft, where H1 = 5.80 and H2 = 2.43 }Batter,Z 0.0 [deg] Backslope,E 3.0 [deg]Backslope rise 1.5 [ft]Broken back equivalent angle, I = 2.85° (see Fig. 25 in DEMO 82) Offset of upper segment from lower one, Offset = 8.6 ft, Blackslope2 = 20.7 deg. and Backslope rise, S2 = 3.3 ft. U N I F O R M S U R C H A R G E Uniformly distributed dead load is 0.0 [lb/ft ²], and live load is 100.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6 8 10 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 5 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 5.16, Meyerhof stress = 1382 lb/ft². Foundation Interface: Direct sliding, Fs = 1.852, Eccentricity, e/L = 0.0030, Fs-overturning = 5.83 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.67 15.00 2 3.03 5.60 5.599 46.000 1.539 -0.0093 Miragrid 5XT 2 2.00 15.00 2 3.55 7.54 7.541 53.298 1.600 -0.0357 Miragrid 5XT33.33 15.00 2 3.85 9.60 9.603 57.640 1.656 -0.0662 Miragrid 5XT45.33 15.00 2 1.49 5.04 5.040 22.918 1.707 -0.1281 Miragrid 5XT 5 6.33 8.00 1 3.44 4.14 4.139 14.721 1.752 0.0913 Miragrid 3XT67.67 8.00 1 2.33 2.86 2.863 7.765 1.990 0.0669 Miragrid 3XT79.67 8.00 1 2.20 3.07 3.067 5.066 2.493 0.0361 Miragrid 3XT 8 11.67 8.00 1 2.49 4.44 4.435 3.695 3.332 0.0108 Miragrid 3XT913.67 8.00 1 2.97 7.29 7.293 1.872 4.904 -0.0160 Miragrid 3XT GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR = 0.0) For the specified search grid, the calculated minimum Fs is 1.506 (it corresponds to a critical circle at Xc = -3.83, Yc = 30.79 and R = 35.55 [ft] ). Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 6 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6 8 10 [ft] STATIC SEISMIC UNITS (Water table is at wall base elevation)Ultimate bearing capacity, q-ult 7128 N/A [lb/ft ²]Meyerhof stress,VV 1381.6 N/A [lb/ft ²] Eccentricity, e -0.09 N/A [ft]Eccentricity, e/L -0.006 N/AFs calculated 5.16 N/A Base length 15.00 N/A [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 7 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.852 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.67 15.00 1.539 N/A 2 Miragrid 5XT22.00 15.00 1.600 N/A 2 Miragrid 5XT 3 3.33 15.00 1.656 N/A 2 Miragrid 5XT45.33 15.00 1.707 N/A 2 Miragrid 5XT56.33 8.00 1.752 N/A 1 Miragrid 3XT 6 7.67 8.00 1.990 N/A 1 Miragrid 3XT79.67 8.00 2.493 N/A 1 Miragrid 3XT811.67 8.00 3.332 N/A 1 Miragrid 3XT 9 13.67 8.00 4.904 N/A 1 Miragrid 3XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.0030; Overturning: Fs-static = 5.83 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.67 15.00 -0.0093 N/A 2 Miragrid 5XT22.00 15.00 -0.0357 N/A 2 Miragrid 5XT33.33 15.00 -0.0662 N/A 2 Miragrid 5XT 4 5.33 15.00 -0.1281 N/A 2 Miragrid 5XT56.33 8.00 0.0913 N/A 1 Miragrid 3XT67.67 8.00 0.0669 N/A 1 Miragrid 3XT 7 9.67 8.00 0.0361 N/A 1 Miragrid 3XT811.67 8.00 0.0108 N/A 1 Miragrid 3XT913.67 8.00 -0.0160 N/A 1 Miragrid 3XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 8 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.67 2136 381.56 N/A N/A 5.599 N/A N/A Miragrid 5XT22.00 2136 283.31 N/A N/A 7.541 N/A N/A Miragrid 5XT 3 3.33 2136 222.47 N/A N/A 9.603 N/A N/A Miragrid 5XT45.33 2136 423.89 N/A N/A 5.040 N/A N/A Miragrid 5XT56.33 1591 384.33 N/A N/A 4.139 N/A N/A Miragrid 3XT 6 7.67 1591 555.70 N/A N/A 2.863 N/A N/A Miragrid 3XT79.67 1591 518.71 N/A N/A 3.067 N/A N/A Miragrid 3XT811.67 1591 358.71 N/A N/A 4.435 N/A N/A Miragrid 3XT 9 13.67 1591 218.13 N/A N/A 7.293 N/A N/A Miragrid 3XT RESULTS for PULLOUT Live Load included in calculating Tmax NOTE: Live load is not included in calculating the overburden pressure used to assess pullout resistance. #GeogridElevation [ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft] (see NOTE) La[ft]Avail.StaticPullout, Pr [lb/ft] SpecifiedStatic Fs ActualStatic Fs Avail.Seism.Pullout, Pr [lb/ft] SpecifiedSeismic Fs ActualSeismic Fs 1 0.67 1.000 381.6 N/A 14.61 0.39 17551.6 N/AN/A 46.000 N/A N/A22.00 1.000 283.3 N/A 13.85 1.15 15099.6 N/AN/A 53.298 N/A N/A 3 3.33 1.000 222.5 N/A 13.08 1.92 12822.9 N/AN/A 57.640 N/A N/A45.33 1.000 423.9 N/A 11.92 3.08 9714.7 N/AN/A 22.918 N/A N/A56.33 1.000 384.3 N/A 7.81 0.19 5657.7 N/AN/A 14.721 N/A N/A 6 7.67 1.000 555.7 N/A 7.04 0.96 4315.1 N/AN/A 7.765 N/A N/A79.67 1.000 518.7 N/A 5.88 2.12 2628.0 N/AN/A 5.066 N/A N/A811.67 1.000 358.7 N/A 4.73 3.27 1325.6 N/AN/A 3.695 N/A N/A 9 13.67 1.000 218.1 N/A 3.57 4.43 408.3 N/AN/A 1.872 N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 9 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.67 382 0.35 0.27 1155 2136 N/A 3.03 N/A 5.60 Miragrid 5XT22.00 283 0.32 0.24 1005 2136 N/A 3.55 N/A 7.54 Miragrid 5XT33.33 222 0.29 0.20 856 2136 N/A 3.85 N/A 9.60 Miragrid 5XT 4 5.33 424 0.25 0.15 631 2136 N/A 1.49 N/A 5.04 Miragrid 5XT56.33 384 0.46 0.42 1322 1591 N/A 3.44 N/A 4.14 Miragrid 3XT67.67 556 0.45 0.41 1293 1591 N/A 2.33 N/A 2.86 Miragrid 3XT 7 9.67 519 0.41 0.36 1142 1591 N/A 2.20 N/A 3.07 Miragrid 3XT811.67 359 0.31 0.28 895 1591 N/A 2.49 N/A 4.44 Miragrid 3XT913.67 218 0.22 0.20 647 1591 N/A 2.97 N/A 7.29 Miragrid 3XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 10 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:47:52 2012 N:\.....rs-Drafts to Clients)\Submittal II\Calculations\Lower Wall Sta. 1+69 H=15' slope bench.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR = 0.0) For the specified search grid, the calculated minimum Fs is 1.506 (it corresponds to a critical circle at Xc = -3.83, Yc = 30.79 and R = 35.55 [ft] where (x=0, y=0) is taken at the TOE or Xc = 61.79, Yc = 1030.79 and R = 35.55 [ft] when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer #1:J I= 120.00 [lb/ft ³]= 28.0°c = 0.00 [lb/ft ²]x [ft]y [ft]0.0984.0 6.6987.3 12.0990.0 32.0990.0 65.51000.2 275.61000.0 282.11000.0 288.71000.0 295.31000.0 311.71065.6 328.11065.6 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 11 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.2 PROJECT IDENTIFICATION Title:Ford ParkProject Number:65125811 Client:Miller Wall CompanyDesigner:TMK/BJDStation Number:Upper Wall Sta 0+43 Description: Upper Wall Sta 1+22 Company's information: Name:Terracon Consultants Inc.Street:4685 S. Ash Avenue, Suite H-4 Tempe, AZ 85282Telephone #:480-897-8200 Fax #:480-897-1133E-Mail:bjdatlon@terracon.com Original file path and name:N:\Projects\2012\65125811\PROJECT DOCUMENTS (Reports-Le..........Sta. 0+43.5 H=8'.BEN Original date and time of creating this file:Fri Sep 28 12:58:39 2012 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 1 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,J 120.0 lb/ft ³Design value of internal angle of friction,I 30.0 ° RETAINED SOILUnit weight,J 120.0 lb/ft ³ Design value of internal angle of friction,I 28.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,J equiv.120.0 lb/ft ³Equivalent internal angle of friction,Iequiv.28.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane,= 60.00° (see Fig. 28 in DEMO 82).\Ka (external stability) = 0.3618 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients (calculated by MSEW): Nc = 25.80 N = 16.72J SEISMICITY Not Applicable Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 2 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geogrids (Analysis) D A T A Geogrid type #1 Geogrid type #2 Geogrid type #3 Geogrid type #4 Geogrid type #5 Tult [lb/ft]3500.0Durability reduction factor, RFd 1.10Installation-damage reduction factor, RFid 1.25 Creep reduction factor, RFc 1.60Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.101.25 1.60N/A1.000 23.41 I0.75·tan 0.8 N/A N/A N/A N/A N/A N/AFriction angle along geogrid-soil interface,23.41Pullout resistance factor, F*0.75·tanI Scale-effect correction factor,0.8 U D Note: Z for calculating K/Ka and F* is measured from top of the wall at the face (AASHTO). Variation of Lateral Earth Pressure Coefficient With Depth Z K / Ka 0 ft 1.00 3.3 ft 1.00 6.6 ft 1.00 9.8 ft 1.00 13.1 ft 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 3 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Facia and Connection (according to revised Demo 82) (Analysis) FACIA type: Facing enabling frictional connection of reinforcement (e.g., modular concrete blocks, gabions)Depth/height of block is 1.50/0.67 ft. Horizontal distance to Center of Gravity of block is 0.50 ft. Average unit weight of block is = 120.00 lb/ft ³Jf Z / Hd To-static / Tmax Top of wall 0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax 0.00 1.00 0.25 1.000.50 1.000.75 1.00 1.00 1.00 Geogrid Type #1VCRult(1)(2) (3) Geogrid Type #2VCRult Geogrid Type #3VCRult Geogrid Type #4VCRult Geogrid Type #5VCRult 0.0 0.15 0.0 0.24733.3 0.44 1148.7 0.43 1127.3 0.47 1533.3 0.43 N/A N/A N/A Geogrid Type #1VCRcr Geogrid Type #2VCRcr Geogrid Type #3VCRcr Geogrid Type #4VCRcr Geogrid Type #5VCRcr 0.0 0.15 0.0 0.13771.3 0.40 1003.3 0.35 1126.0 0.42 1500.7 0.421533.3 0.42 N/A N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²]VCRult = Tc-ult / Tult CRcr = Tcre / Tult D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Miragrid ..Miragrid ..N/A N/A N/AConnection strength reduction factor, RFd 1.10 1.10 N/A N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 4 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 8.00 [ft]{ Embedded depth is E = 4.00 ft, and height above top of finishedbottom grade is H = 4.00 ft }Batter,Z 1.0 [deg] Backslope,E 2.0 [deg]Backslope rise 1.0 [ft]Broken back equivalent angle, I = 2.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²], and live load is 100.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 5 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 3.21, Meyerhof stress = 1415 lb/ft². Foundation Interface: Direct sliding, Fs = 1.763, Eccentricity, e/L = 0.1360, Fs-overturning = 3.44 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.67 6.00 1 2.93 3.61 3.605 7.878 1.539 0.1160 Miragrid 3XT 2 2.00 6.00 1 2.71 3.53 3.532 5.513 1.794 0.0807 Miragrid 3XT34.00 6.00 1 2.46 4.03 4.033 3.282 2.387 0.0382 Miragrid 3XT46.00 6.00 1 4.16 9.13 9.129 2.723 3.538 0.0064 Miragrid 3XT 5 6.67 6.00 1 5.46 13.54 13.545 2.403 4.186 -0.0037 Miragrid 3XT GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR = 0.0)For the specified search grid, the calculated minimum Fs is 1.828 (it corresponds to a critical circle at Xc = -0.08, Yc = 27.57 and R = 27.57 [ft] ). Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 6 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6 [ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 4544 N/A [lb/ft ²]Meyerhof stress,VV 1415.4 N/A [lb/ft ²] Eccentricity, e 0.73 N/A [ft]Eccentricity, e/L 0.122 N/AFs calculated 3.21 N/A Base length 6.00 N/A [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 7 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.763 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.67 6.00 1.539 N/A 1 Miragrid 3XT22.00 6.00 1.794 N/A 1 Miragrid 3XT 3 4.00 6.00 2.387 N/A 1 Miragrid 3XT46.00 6.00 3.538 N/A 1 Miragrid 3XT56.67 6.00 4.186 N/A 1 Miragrid 3XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.1360; Overturning: Fs-static = 3.44 #Geogrid Elevation [ft] Geogrid Length [ft] e / L Static e / L Seismic Geogrid Type #Product name 1 0.67 6.00 0.1160 N/A 1 Miragrid 3XT 2 2.00 6.00 0.0807 N/A 1 Miragrid 3XT34.00 6.00 0.0382 N/A 1 Miragrid 3XT46.00 6.00 0.0064 N/A 1 Miragrid 3XT 5 6.67 6.00 -0.0037 N/A 1 Miragrid 3XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 8 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.67 1591 441.28 N/A N/A 3.605 N/A N/A Miragrid 3XT22.00 1591 450.46 N/A N/A 3.532 N/A N/A Miragrid 3XT 3 4.00 1591 394.49 N/A N/A 4.033 N/A N/A Miragrid 3XT46.00 1591 174.28 N/A N/A 9.129 N/A N/A Miragrid 3XT56.67 1591 117.46 N/A N/A 13.545 N/A N/A Miragrid 3XT RESULTS for PULLOUT Live Load included in calculating Tmax NOTE: Live load is not included in calculating the overburden pressure used to assess pullout resistance. #GeogridElevation[ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft](see NOTE) La[ft]Avail.StaticPullout, Pr[lb/ft] SpecifiedStaticFs ActualStaticFs Avail.Seism.Pullout, Pr[lb/ft] SpecifiedSeismicFs ActualSeismicFs 1 0.67 1.000 441.3 N/A 5.62 0.38 3476.3 N/AN/A 7.878 N/A N/A22.00 1.000 450.5 N/A 4.88 1.12 2483.2 N/AN/A 5.513 N/A N/A34.00 1.000 394.5 N/A 3.76 2.24 1294.6 N/AN/A 3.282 N/A N/A 4 6.00 1.000 174.3 N/A 2.64 3.36 474.6 N/AN/A 2.723 N/A N/A56.67 1.000 117.5 N/A 2.27 3.73 282.3 N/AN/A 2.403 N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 9 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.67 441 0.45 0.41 1292 1591 N/A 2.93 N/A 3.61 Miragrid 3XT22.00 450 0.43 0.38 1220 1591 N/A 2.71 N/A 3.53 Miragrid 3XT34.00 394 0.34 0.31 972 1591 N/A 2.46 N/A 4.03 Miragrid 3XT 4 6.00 174 0.24 0.23 725 1591 N/A 4.16 N/A 9.13 Miragrid 3XT56.67 117 0.21 0.20 642 1591 N/A 5.46 N/A 13.54 Miragrid 3XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 10 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:50:33 2012 N:\.....ports-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 0+43.5 H=8'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR = 0.0) For the specified search grid, the calculated minimum Fs is 1.828 (it corresponds to a critical circle at Xc = -0.08, Yc = 27.57 and R = 27.57 [ft] where (x=0, y=0) is taken at the TOE or Xc = 65.54, Yc = 1027.57 and R = 27.57 [ft] when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer #1:J I= 120.00 [lb/ft ³]= 28.0°c = 0.00 [lb/ft ²]x [ft]y [ft]0.0977.4 25.8987.4 56.6998.4 63.4999.4 65.51000.7 275.61000.0 282.11000.0 288.71000.0 295.31000.0 311.71065.6 328.11065.6 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 11 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.2 PROJECT IDENTIFICATION Title:Ford ParkProject Number:65125811 Client:Miller Wall CompanyDesigner:TMK/BJDStation Number:Upper Wall Sta 2+23 Description: Company's information: Name:Terracon Consultants Inc.Street:4685 S. Ash Avenue, Suite H-4 Tempe, AZ 85282Telephone #:480-897-8200Fax #:480-897-1133 E-Mail:bjdatlon@terracon.com Original file path and name:N:\Projects\2012\65125811\PROJECT DOCUMENTS (Reports-Le..... .....ta. 2+28 H=9.33'.BEN Original date and time of creating this file: PROGRAM MODE:ANALYSISof a SIMPLE STRUCTURE using GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 1 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,J 120.0 lb/ft ³Design value of internal angle of friction,I 30.0 ° RETAINED SOILUnit weight,J 120.0 lb/ft ³ Design value of internal angle of friction,I 28.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,J equiv.120.0 lb/ft ³Equivalent internal angle of friction,Iequiv.28.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane,= 60.00° (see Fig. 28 in DEMO 82).\Ka (external stability) = 0.3618 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients (calculated by MSEW): Nc = 25.80 N = 16.72J SEISMICITY Not Applicable Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 2 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geogrids (Analysis) D A T A Geogrid type #1 Geogrid type #2 Geogrid type #3 Geogrid type #4 Geogrid type #5 Tult [lb/ft]3500.0Durability reduction factor, RFd 1.10Installation-damage reduction factor, RFid 1.25 Creep reduction factor, RFc 1.60Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.101.25 1.60N/A1.000 23.41 I0.75·tan 0.8 N/A N/A N/A N/A N/A N/AFriction angle along geogrid-soil interface,23.41Pullout resistance factor, F*0.75·tanI Scale-effect correction factor,0.8 U D Note: Z for calculating K/Ka and F* is measured from roadway surface (FHWA-NHI-10-024). Variation of Lateral Earth Pressure Coefficient With Depth Z K / Ka 0 ft 1.00 3.3 ft 1.00 6.6 ft 1.00 9.8 ft 1.00 13.1 ft 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 3 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Facia and Connection (according to revised Demo 82) (Analysis) FACIA type: Facing enabling frictional connection of reinforcement (e.g., modular concrete blocks, gabions)Depth/height of block is 1.50/0.67 ft. Horizontal distance to Center of Gravity of block is 0.50 ft. Average unit weight of block is = 120.00 lb/ft ³Jf Z / Hd To-static / Tmax Top of wall 0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax 0.00 1.00 0.25 1.000.50 1.000.75 1.00 1.00 1.00 Geogrid Type #1VCRult(1)(2) (3) Geogrid Type #2VCRult Geogrid Type #3VCRult Geogrid Type #4VCRult Geogrid Type #5VCRult 0.0 0.15 0.0 0.24733.3 0.44 1148.7 0.43 1127.3 0.47 1533.3 0.43 N/A N/A N/A Geogrid Type #1VCRcr Geogrid Type #2VCRcr Geogrid Type #3VCRcr Geogrid Type #4VCRcr Geogrid Type #5VCRcr 0.0 0.15 0.0 0.13771.3 0.40 1003.3 0.35 1126.0 0.42 1500.7 0.421533.3 0.42 N/A N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²]VCRult = Tc-ult / Tult CRcr = Tcre / Tult D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Miragrid ..Miragrid ..N/A N/A N/AConnection strength reduction factor, RFd 1.10 1.10 N/A N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 4 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 9.33 [ft]{ Embedded depth is E = 3.33 ft, and height above top of finishedbottom grade is H = 6.00 ft }Batter,Z 1.0 [deg] Backslope,E 2.0 [deg]Backslope rise 1.0 [ft]Broken back equivalent angle, I = 2.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²], and live load is 100.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 5 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 3.30, Meyerhof stress = 1617 lb/ft². Foundation Interface: Direct sliding, Fs = 1.807, Eccentricity, e/L = 0.1311, Fs-overturning = 3.56 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 1.33 7.00 1 1.54 1.87 1.873 4.978 1.666 0.0986 Miragrid 3XT 2 3.33 7.00 1 2.19 2.86 2.862 4.724 2.079 0.0578 Miragrid 3XT35.33 7.00 1 2.46 4.02 4.020 3.518 2.757 0.0261 Miragrid 3XT47.33 7.00 1 4.14 9.08 9.083 3.013 4.060 0.0012 Miragrid 3XT 5 8.00 7.00 1 5.41 13.42 13.421 2.702 4.780 -0.0078 Miragrid 3XT GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR = 0.0)For the specified search grid, the calculated minimum Fs is 1.539 (it corresponds to a critical circle at Xc = -1.17, Yc = 25.00 and R = 25.03 [ft] ). Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 6 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6[ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 5340 N/A [lb/ft ²]Meyerhof stress,VV 1617.1 N/A [lb/ft ²] Eccentricity, e 0.84 N/A [ft]Eccentricity, e/L 0.120 N/AFs calculated 3.30 N/A Base length 7.00 N/A [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 7 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.807 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 1.33 7.00 1.666 N/A 1 Miragrid 3XT23.33 7.00 2.079 N/A 1 Miragrid 3XT 3 5.33 7.00 2.757 N/A 1 Miragrid 3XT47.33 7.00 4.060 N/A 1 Miragrid 3XT58.00 7.00 4.780 N/A 1 Miragrid 3XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.1311; Overturning: Fs-static = 3.56 #Geogrid Elevation [ft] Geogrid Length [ft] e / L Static e / L Seismic Geogrid Type #Product name 1 1.33 7.00 0.0986 N/A 1 Miragrid 3XT 2 3.33 7.00 0.0578 N/A 1 Miragrid 3XT35.33 7.00 0.0261 N/A 1 Miragrid 3XT47.33 7.00 0.0012 N/A 1 Miragrid 3XT 5 8.00 7.00 -0.0078 N/A 1 Miragrid 3XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 8 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 1.33 1591 849.27 N/A N/A 1.873 N/A N/A Miragrid 3XT23.33 1591 555.79 N/A N/A 2.862 N/A N/A Miragrid 3XT 3 5.33 1591 395.79 N/A N/A 4.020 N/A N/A Miragrid 3XT47.33 1591 175.14 N/A N/A 9.083 N/A N/A Miragrid 3XT58.00 1591 118.54 N/A N/A 13.421 N/A N/A Miragrid 3XT RESULTS for PULLOUT Live Load included in calculating Tmax NOTE: Live load is not included in calculating the overburden pressure used to assess pullout resistance. #GeogridElevation[ft] CoverageRatio Tmax[lb/ft]Tmd[lb/ft]Le[ft](see NOTE) La[ft]Avail.StaticPullout, Pr[lb/ft] SpecifiedStaticFs ActualStaticFs Avail.Seism.Pullout, Pr[lb/ft] SpecifiedSeismicFs ActualSeismicFs 1 1.33 1.000 849.3 N/A 6.26 0.74 4227.4 N/AN/A 4.978 N/A N/A23.33 1.000 555.8 N/A 5.14 1.86 2625.7 N/AN/A 4.724 N/A N/A35.33 1.000 395.8 N/A 4.02 2.98 1392.5 N/AN/A 3.518 N/A N/A 4 7.33 1.000 175.1 N/A 2.90 4.10 527.8 N/AN/A 3.013 N/A N/A58.00 1.000 118.5 N/A 2.52 4.48 320.3 N/AN/A 2.702 N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 9 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 1.33 849 0.46 0.41 1307 1591 N/A 1.54 N/A 1.87 Miragrid 3XT23.33 556 0.43 0.38 1220 1591 N/A 2.19 N/A 2.86 Miragrid 3XT35.33 396 0.34 0.31 972 1591 N/A 2.46 N/A 4.02 Miragrid 3XT 4 7.33 175 0.24 0.23 725 1591 N/A 4.14 N/A 9.08 Miragrid 3XT58.00 119 0.21 0.20 642 1591 N/A 5.41 N/A 13.42 Miragrid 3XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 10 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:52:47 2012 N:\.....orts-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 2+28 H=9.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR = 0.0) For the specified search grid, the calculated minimum Fs is 1.539 (it corresponds to a critical circle at Xc = -1.17, Yc = 25.00 and R = 25.03 [ft] where (x=0, y=0) is taken at the TOE or Xc = 64.44, Yc = 1025.00 and R = 25.03 [ft] when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer #1:J I= 120.00 [lb/ft ³]= 28.0°c = 0.00 [lb/ft ²]x [ft]y [ft]0.0976.7 25.8986.7 56.6997.7 63.4998.7 65.51000.0 275.61000.0 282.11000.0 288.71000.0 295.31000.0 311.71065.6 328.11065.6 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 11 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.2 PROJECT IDENTIFICATION Title:Ford ParkProject Number:65125811 Client:Miller Wall CompanyDesigner:TMK/BJDStation Number:Upper Wall Sta 3+53 Description: Company's information: Name:Terracon Consultants Inc.Street:4685 S. Ash Avenue, Suite H-4 Tempe, AZ 85282Telephone #:480-897-8200Fax #:480-897-1133 E-Mail:bjdatlon@terracon.com Original file path and name:N:\Projects\2012\65125811\PROJECT DOCUMENTS (Reports-Le..... ..... 3+53.25 H=7.33'.BEN Original date and time of creating this file:Fri Sep 28 12:54:28 2012 PROGRAM MODE:ANALYSISof a SIMPLE STRUCTURE using GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 1 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,J 120.0 lb/ft ³Design value of internal angle of friction,I 30.0 ° RETAINED SOILUnit weight,J 120.0 lb/ft ³ Design value of internal angle of friction,I 28.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,J equiv.120.0 lb/ft ³Equivalent internal angle of friction,Iequiv.28.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3333 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane,= 60.00° (see Fig. 28 in DEMO 82).\Ka (external stability) = 0.3618 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients (calculated by MSEW): Nc = 25.80 N = 16.72J SEISMICITY Not Applicable Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 2 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geogrids (Analysis) D A T A Geogrid type #1 Geogrid type #2 Geogrid type #3 Geogrid type #4 Geogrid type #5 Tult [lb/ft]3500.0Durability reduction factor, RFd 1.10Installation-damage reduction factor, RFid 1.25 Creep reduction factor, RFc 1.60Fs-overall for strength N/ACoverage ratio, Rc 1.000 4700.01.101.25 1.60N/A1.000 23.74 I0.75·tan 0.8 N/A N/A N/A N/A N/A N/AFriction angle along geogrid-soil interface,23.41Pullout resistance factor, F*0.75·tanI Scale-effect correction factor,0.8 U D Note: Z for calculating K/Ka and F* is measured from top of the wall at the face (AASHTO). Variation of Lateral Earth Pressure Coefficient With Depth Z K / Ka 0 ft 1.00 3.3 ft 1.00 6.6 ft 1.00 9.8 ft 1.00 13.1 ft 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 3 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Facia and Connection (according to revised Demo 82) (Analysis) FACIA type: Facing enabling frictional connection of reinforcement (e.g., modular concrete blocks, gabions)Depth/height of block is 1.50/0.67 ft. Horizontal distance to Center of Gravity of block is 0.50 ft. Average unit weight of block is = 120.00 lb/ft ³Jf Z / Hd To-static / Tmax Top of wall 0.00 0.25 0.50 0.75 1.00 Z / Hd 1.00 0.90 0.80 0.70 0.60 0.50To-static / Tmax 0.00 1.00 0.25 1.000.50 1.000.75 1.00 1.00 1.00 Geogrid Type #1VCRult(1)(2) (3) Geogrid Type #2VCRult Geogrid Type #3VCRult Geogrid Type #4VCRult Geogrid Type #5VCRult 0.0 0.15 0.0 0.24733.3 0.44 1148.7 0.43 1127.3 0.47 1533.3 0.43 N/A N/A N/A Geogrid Type #1VCRcr Geogrid Type #2VCRcr Geogrid Type #3VCRcr Geogrid Type #4VCRcr Geogrid Type #5VCRcr 0.0 0.15 0.0 0.13771.3 0.40 1003.3 0.35 1126.0 0.42 1500.7 0.421533.3 0.42 N/A N/A N/A (1) (2) (3) = Confining stress in between stacked blocks [lb/ft ²]VCRult = Tc-ult / Tult CRcr = Tcre / Tult D A T A (for connection only)Type #1 Type #2 Type #3 Type #4 Type #5 Product Name Miragrid ..Miragrid ..N/A N/A N/AConnection strength reduction factor, RFd 1.10 1.10 N/A N/A N/ACreep reduction factor, RFc N/A N/A N/A N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 4 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height, Hd 7.30 [ft]{ Embedded depth is E = 3.50 ft, and height above top of finishedbottom grade is H = 3.80 ft }Batter,Z 1.0 [deg] Backslope,E 2.0 [deg]Backslope rise 1.0 [ft]Broken back equivalent angle, I = 2.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²], and live load is 100.0 [lb/ft ²] ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6 [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 5 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 3.86, Meyerhof stress = 1240 lb/ft². Foundation Interface: Direct sliding, Fs = 1.896, Eccentricity, e/L = 0.1151, Fs-overturning = 4.02 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall[connectionstrength] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 0.67 6.00 1 3.17 3.94 3.943 7.807 1.664 0.0967 Miragrid 3XT 2 2.00 6.00 1 2.81 3.95 3.945 5.454 1.966 0.0644 Miragrid 3XT34.00 6.00 1 2.62 4.71 4.710 3.185 2.697 0.0261 Miragrid 3XT46.00 6.00 1 3.35 8.34 8.344 1.683 4.219 -0.0042 Miragrid 3XT GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR = 0.0) For the specified search grid, the calculated minimum Fs is 1.896 (it corresponds to a critical circle at Xc = -3.83, Yc = 25.00 and R = 26.23 [ft] ). Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 6 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 BEARING CAPACITY for GIVEN LAYOUT SCALE: 0 2 4 6 [ft] STATIC SEISMIC UNITS (Water table does not affect bearing capacity)Ultimate bearing capacity, q-ult 4783 N/A [lb/ft ²]Meyerhof stress,VV 1239.8 N/A [lb/ft ²] Eccentricity, e 0.62 N/A [ft]Eccentricity, e/L 0.103 N/AFs calculated 3.86 N/A Base length 6.00 N/A [ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 7 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static = 1.896 #GeogridElevation [ft] GeogridLength [ft] FsStatic FsSeismic GeogridType #Product name 1 0.67 6.00 1.664 N/A 1 Miragrid 3XT22.00 6.00 1.966 N/A 1 Miragrid 3XT 3 4.00 6.00 2.697 N/A 1 Miragrid 3XT46.00 6.00 4.219 N/A 1 Miragrid 3XT ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static = 0.1151; Overturning: Fs-static = 4.02 #GeogridElevation [ft] GeogridLength [ft] e / LStatic e / LSeismic GeogridType #Product name 1 0.67 6.00 0.0967 N/A 1 Miragrid 3XT22.00 6.00 0.0644 N/A 1 Miragrid 3XT 3 4.00 6.00 0.0261 N/A 1 Miragrid 3XT46.00 6.00 -0.0042 N/A 1 Miragrid 3XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 8 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for STRENGTH Live Load included in calculating Tmax #GeogridElevation [ft] Tavailable [lb/ft] Tmax[lb/ft]Tmd[lb/ft]SpecifiedminimumFs-overall static ActualcalculatedFs-overall static SpecifiedminimumFs-overall seismic ActualcalculatedFs-overall seismic Product name 1 0.67 1591 403.44 N/A N/A 3.943 N/A N/A Miragrid 3XT22.00 1591 403.27 N/A N/A 3.945 N/A N/A Miragrid 3XT 3 4.00 1591 337.80 N/A N/A 4.710 N/A N/A Miragrid 3XT46.00 1591 190.68 N/A N/A 8.344 N/A N/A Miragrid 3XT RESULTS for PULLOUT Live Load included in calculating Tmax NOTE: Live load is not included in calculating the overburden pressure used to assess pullout resistance. #Geogrid Elevation[ft] Coverage Ratio Tmax [lb/ft] Tmd [lb/ft] Le [ft](see NOTE) La [ft] Avail.Static Pullout, Pr[lb/ft] Specified StaticFs Actual StaticFs Avail.Seism. Pullout, Pr[lb/ft] Specified SeismicFs Actual SeismicFs 1 0.67 1.000 403.4 N/A 5.62 0.38 3149.7 N/AN/A 7.807 N/A N/A 2 2.00 1.000 403.3 N/A 4.88 1.12 2199.2 N/AN/A 5.454 N/A N/A34.00 1.000 337.8 N/A 3.76 2.24 1075.8 N/AN/A 3.185 N/A N/A46.00 1.000 190.7 N/A 2.64 3.36 320.9 N/AN/A 1.683 N/A N/A Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 9 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 RESULTS for CONNECTION (static conditions)Live Load included in calculating Tmax #Geogrid Elevation [ft] Connection force, To [lb/ft] Reduction factor for connection (short-term strength) CRult Reduction factor for connection (long-term strength) CRcr Available connection strength [lb/ft] Available Geogrid strength, Tavailable [lb/ft] Fs-overall connection strength Specified Actual Fs-overall Geogrid strength Specified Actual Product name 1 0.67 403 0.44 0.40 1277 1591 N/A 3.17 N/A 3.94 Miragrid 3XT22.00 403 0.40 0.36 1133 1591 N/A 2.81 N/A 3.95 Miragrid 3XT34.00 338 0.31 0.28 886 1591 N/A 2.62 N/A 4.71 Miragrid 3XT 4 6.00 191 0.21 0.20 638 1591 N/A 3.35 N/A 8.34 Miragrid 3XT Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 10 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Ford Park Present Date/Time: Fri Oct 12 14:55:00 2012 N:\.....s-Letters-Drafts to Clients)\Submittal II\Calculations\Upper Wall Sta. 3+53.25 H=7.33'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR = 0.0) For the specified search grid, the calculated minimum Fs is 1.896 (it corresponds to a critical circle at Xc = -3.83, Yc = 25.00 and R = 26.23 [ft] where (x=0, y=0) is taken at the TOE or Xc = 61.79, Yc = 1025.00 and R = 26.23 [ft] when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer #1:J I= 120.00 [lb/ft ³]= 28.0°c = 0.00 [lb/ft ²]x [ft]y [ft]0.0990.0 39.6993.0 50.2995.0 63.01000.2 65.51000.2 275.61000.0 282.11000.0 288.71000.0 295.31000.0 311.71065.6 328.11065.6 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Ford Park Copyright © 1998-2011 ADAMA Engineering, Inc. License number MSEW-301671 Page 11 of 11 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0