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Park West CC(4)-LR 940427 (2) ] fflilcon CONSULTANTS, INC. "~" ~:-: .... =-' =- '::.a. 5.-.. i~- L'.: ::~. April 27, 1994 "-'-"'-."- Dupey Management Corporation 9015 Sterling Street Irving, Texas 75063 Attn: Mr. Robert McCann Re: M J Designs Distribution Center Coppell, Texas Job No. 17931033 Dear Mr. McCann: A Terracon Consultants, Inc. representative has continued to perform field density testing on compacted fills for the referenced project. This report covers the compaction testing services performed from April 11 to April 20, 1994. Services provided during this period consisted of performing field density tests on compacted fill placed in utility line and tilt wall panel excavations and on parking lot subgrade. The results of the field density tests performed during this period are attached to this report. If you have any questions regarding this report or it's attachments, please contact this office. Sincerely, TERRACON CONSULTANTS, INC. Eric J. Cleveland, P.E. Project Engineer EJC:kms Attachments Copy To: James, Harwick + Partners, Inc. Bob MooreConstruction, Inc. Mr. Mark Wolf Mr. Phil Bell Albert Halff & Associates, Inc. City of Coppell Mr. Paul Rielly Mr. Larry Davis Offices of The Terracon Companies, Inc. Geofechnical, Environmenlal and Materials Engineers A',zc~a --Jcso:: · C. 2 :'ac:, Colc'ac'~ <ansas _e"e~a Topeka qc c~ :a I '.' m~esc:a. Sl :~u I I,-' ssc.: Ka"sas: :? I Nes'as,~ L ace" :,'~a"~ QUALITY ENGINEERING SINCE 1965 FIELD COMPACTION REPORT Job No. ].793].033 Job Name and Location M.J. DESIGNS DISTRIBUTION ~ Date 4-27-94 Architect or Engineer JAMES, ~CK + P~, INC. Contractor BOB 10DORE OONSTRtL'-TXON, INC. Datum SITE DATtl4 Lift #o. Haxim~ I In-Piece In-Place Test Date Location or Mtt. Lab DryI get gater Dry Percent Co~ents Ho. Etev. Hark Density Density Content Density Comp. 761 4-11 K - 17 LIFT 1 C 98.5 122.2 28.3 95.2 97 EXTERIOR gALL 762 &-11 K - 17 LIFT 2 C 98.5 120.1 27.7 94.0 95 EXTERIOR gALL 763 4-11 K - 17 GRADE C 98.5 123.0 28.1 96.0 97 EXTERIOR gALL EXTERIOR 76~ 4-11 J - 17 LIFT 1 C 98.5 120.3 26.5 95.1 97 gALL 765 6-11 J - 17 LIFT 2 C 98.5 119.6 27.4 93.9 95 EXTERIOR gALL EXTERIOR 766 4-11 J - 17 GRADE C 98.5 121.1 26.8 95.5 9Z gALL 767 4-11 N - 17 LIFT 1 C 98.5 119.7 26.3 94.8 96 EXTERIOR gALL EXTERIOR 768 4-11 g - 17 LIFT 2 C 98.5 122.5 28.6 95.4 97 gALL EXTERIOR 769 4-11 N - 17 GRADE C 98.5 119.2 28.0 93.1 95 gALL 770 6-11 G - 17 LIFT 1 C 98.5 119.9 27.3 94.2 96 EXTERIOR gALL 771 4-11 G - 17 LIFT 2 C 98.5 121.3 25.5 96.7 98 EXTERIOR gALL 772 4-11 G - 17 GRADE C 98.5 122.5 28.4 95.4 97 EXTERIOR gALL 773 4-11 F - 17 LIFT 1 C 98.5 120.1 28.0 93.8 95 EXTERIOR gALL 774 4-11 F - 17 LIFT 2 C 98.5 122.2 27.3 96.0 97 EXTERIOR gALL 775 4-11 F - 17 GRADE C 98.5 120.0 22.0 98.4 100 EXTERIOR gALL 776 4-11 E - 17 LIFT 1 C 98.5 119.7 26.3 94.8 96 EXTERIOR gALL 77T 6-11 E - 17 LIFT 2 C 98.5 119.6 25.2 95.5 97 EXTERIOR gALL 778 4-11 E ' 17 GRADE C 98.5 123.0 28.1 96.0 97 EXTERIOR gALL 779 4-11 D - 17 LIFT 1 C 98.5 122.2 2?.3 96.0 97 EXTERIOR gALL 780 4-11 O - 17 LIFT 2 C 98.5 120.3 26.5 95 1 97 EXTERIOR ' gALL EXTERIOR 781 4-11 O - 17 GRADE C 98.5 119,6 27.4 93.9 95 gALL INTERIOR 782 4-11 K - 17 LIFT 1 I 114.0 129.4 17.2 110.4 97 gALL 783 4-11 K - 17 LIFT 2 I 114.0 126.5 16.3 108.7 95 INTERIOR gALL 78/+ 4-11 K - 17 GRADE I 116.0 128.0 16.0 110.3 97 INTERIOR gALL 785 4-11 J - 17 LIFT 1 I 114.0 128.2 17.0 109.5 96 INTERIOR gALL INTERIOR 786 4-11 J - 17 LIFT 2 I 116.0 128.8 17.5 109.6 96 gALL 787 4-11 J - 17 GRADE [ 116.0 128.8 17.1 109.9 96 INTERIOR gALL NOTES: Densities sho~n: pounds per cubic foot gater Content: Percent of dry geight ~ brracan Percent Compaction: Based on maximum dry density obtained on sample indicated by material mark. FIELD COMPACTION REPORT Job No. 17931033 Job Name and Location M.J. DESIGNS DISTRIBUTION CI~'TER Date 4-27-94 Architect or Engineer JAMES, HARW'I~ + P~, INC. Contractor BOB FIOORE CE)NSTRUCTION, INC. Datum SITE DATL~ Lift No. Haximum In-PLace In-PLace Test Date Location or Htr. Lab Dry Wet Water Dry Percent Coarnents No. E[ev. Hark Density Density Content Oensity Comp. 788 4-11 N - 17 LIFT 1 I 114.0 129.7 17.0 110.8 97 INTERIOR WALL 789 4-11 H - 17 LIFT 2 I 114.0 129.4 17.3 110.3 97 INTERIOR WALL INTERIOR 790 4-11 H - 17 GRADE I 114.0 126.2 16.1 108.6 95 WALL 791 4-11 G - 17 LIFT 1 I 114.0 128.2 17.0 109.5 96 INTERIOR WALL 792 4-11 G - 17 LIFT 2 I 114.0 129.3 18.3 109.2 96 INTERIOR WALL 793 4-11 G - 17 GRADE [ 114.0 128.0 16.0 110.3 97 INTERIOR WALL ]NTERIOR 794 4-11 F - 17 LIFT 1 ! 114.0 126.5 16.3 108.7 95 WALL 795 4-11 F - 17 LIFT 2 I 114.0 130.2 17.5 110.8 97 INTERIOR WALL 796 4-11 F - 17 GRADE I 114.0 129.3 18.0 109.5 96 INTERIOR WALL INTERIOR 797 4-11 E - 17 LIFT 1 I 114.0 127.4 17.2 108.7 95 WALL 798 &-11 E - 17 LIFT 2 I 114.0 128.5 17.1 109.7 96 INTERIOR WALL 799 4-11 E - 17 GRADE I 114.0 128.0 16.0 110.3 97 INTERIOR WALL 800 4-11 D - 17 LIFT 1 ! 114.0 128.5 16.8 110.0 96 INTERIOR WALL 801 4-11 D - 17 LIFT 2 I 114.0 129.3 18.0 109.5 96 INTERIOR WALL 802 4-11 D - 17 GRADE I 114.0 128.8 17.1 109.9 96 INTERIOR WALL 803 4-11 STATION 11 + O0 GRADE C 98.5 119.6 27.4 93.9 95 12 IN. SS NORTH LOT 804 4-11 STATION 12 + O0 GRADE C 98.5 121.0 27.1 95.2 97 12 IN. SS NORTH LOT 805 4-11 STATION 13 + O0 GRADE C 98.5 119.5 28.0 93.3 95 12 IN. SS NORTH LOT 806 4-11 STATION 14 + O0 GRADE C 98.5 121.3 25.5 96.7 98 12 IN. SS NORTH LOT 807 4-11 STATION 15 + O0 GRADE C 98.5 120.1 28.7 93.3 95 12 IN. SS NORTH LOT 808 4-11 STATION 16 + O0 GRADE C 98.5 119.7 26.3 94.8 96 12 IN. SS NORTH LOT 809 4-11 STATION 17 + O0 GRADE C 98.5 122.2 27.3 96.0 97 12 IN. SS NORTH LOT 810 4-11 STATION 18 + O0 GRADE C 98.5 121.3 25.5 96.7 98 12 lg. SS NORTH LOT 811 4-11 STATION 19 + O0 GRADE C 98.5 118.5 26.5 93.7 95 12 IN. SS NORTH LOT 812 4-11 STATION 20 + O0 GRADE C 98.5 123.0 28.1 96.0 97 12 IN. SS NORTN LOT 813 &-11 STATION 21 + O0 GRADE C 98.5 121.4 27.& 95.3 97 12 IN. SS NORTH LOT 814 &-11 STATION 22 + O0 GRADE C 98.5 123.0 28.1 94.5 96 12 IN. SS NORTH LOT NOTES: Densities shown: pounds per cubic foot ~ater Content: Percent of dry weight ] brracan Percent Compaction: Based on maximum dry density obtained on sample indicated by material mark. FIELD COMPACTION REPORT Job No. 17931033 Job Name and Location M.J. DESIGNS DISTRIBLflq20N ~ Date 4-27-94 Architect or Engineer JAMES, ~CYK + P~, INC. Contractor BOB MOORE CONSTRUCTION, INC. Datum SITE ~ Lift No. Haxin~dm In-PLace In-PLace Test Date Location or Htr. Lab Dry get gater Dry Percent Comments No. ELev. Hark Density Density Content Density Comp. EXTERIOR 815 4-12 C -17 LIFT 1 C 98.5 121.6 26.3 96.3 98 gALL 816 4-12 C -17 LiFT 2 C 98.5 119.5 25.1 ~5.5 97 EXTERIOR gALL EXTERIOR 817 4-12 C -17 GRADE C 98.5 121.3 27.2 95.4 97 gALL EXTERIOR 818 4-12 8 -17 LIFT 1 C 98.5 120.7 24.8 96.7 98 gALL 819 &-12 B -17 LIFT 2 C 98.5 121.3 25.2 96.9 98 EXTERIOR gALL 820 4-12 B -17 GRADE C 98.5 119.1 25.2 95.1 97 EXTERIOR gALL 821 4-12 A -17 LIFT 1 C 98.5 121.0 26.6 95.6 97 EXTERIOR gALL 822 4-12 A '17 LIFT 2 C 98.5 120.0 24.5 96.4 98 EXTERIOR gALL 823 4-12 A -17 GRADE C 98.5 118.5 26.4 93.8 95 EXTERIOR gALL 824 4-12 C -17 LIFT 1 D 114.0 125.2 16.1 107.8 95 iNTERIOR gALL INTERIOR 825 &-12 C - 17 LIFT 2 D 114.0 128.0 16.6 109.? 96 gALL 826 4-12 C - 17 GRADE O 114.0 125.8 15.3 109.1 96 INTERIOR gALL 827 4-12 A - 17 LIFT 1 D 114.0 126.3 15.5 109.3 96 INTERIOR gALL 828 4-12 A - 17 LIFT 2 O 114.0 125.7 15.0 109.3 96 INTERIOR gALL INTERIOR 829 4-12 A - 17 GRADE D 114.0 127.5 16.2 109.7 96 gALL 830 4-12 B - 17 LIFT 1 D 114.0 125.5 15.0 109.1 96 INTERIOR gALL 831 4-12 B - 17 LIFT 2 D 114.0 128.0 16.3 110.0 96 INTERIOR gALL 832 4-12 B - 17 GRADE O 114.0 128.5 15.7 111.0 97 INTERIOR gALL iNTERIOR 833 4-12 A - 15 LIFT 1 O 114.0 129.2 16.1 111.2 98 gALL 834 4-12 A - 15 LIFT 2 D 114.0 126.2 15.4 109.3 96 INTERIOR gALL 835 4-12 A - 15 GRADE 0 114.0 128.0 16.5 109.8 96 INTERIOR gALL 836 4-13 STATION 23 + O0 LIFT 1 C 98.5 121.3 25.2 96.9 98 8 IN. SANITARY 837 4-13 STATION 23 + O0 LIFT 2 C 98.5 120.0 24.5 96.4 98 8 IN. SANITARY 838 4-13 STATION 23 + O0 GRADE C 98.5 120.? 24.8 96.? 98 8 IN. SANITARY 839 4-13 STATION 24 + O0 LIFT 1 C 98.5 119.5 25.0 95.6 97 8 IN. SANITARY 840 4-13 STATION 24 + O0 LIFT 2 C 98.5 121.3 24.5 97.4 99 8 IN. SANITARY 8~1 4-13 STATION 24 + O0 GRADE C 98.5 121.8 25.3 97.2 99 8 IN. SANITARY NOTES: Oensities shown: pounds per cubic foot gater Content: Percent of dry weight I brracon Percent Compaction: Based on maximum dry density obtained on sample indicated by material mark. FIELD COMPACTION REPORT Job No. 17931033 Job Name and Location M.J. DESIGNS DISTRIBUTION ~ Date 4-27-94 Architect or Engineer JAMES, HA.Rg/ICK + P~, INC. Contractor BOB MOORE OON~ON, INC. Datum SITE DA_qT~ Lift No. Haximum In-Ptace In-Ptace Test Date Location or Htr. Lab Dry Wet Water Dry Percent Comnents No. Etev. Hark Density Density Content Density Comp. 8~2 4-13 60 FT. NORTH GRADE c 98.5 120.2 26.4 95.1 97 NORTH 60 FT. UEST PARKING 843 4-13 40 FT. NORTH GRADE C 98.5 121.0 26.6 95.6 9? NORTH 120 FT. WEST PARKING 8~4 4-13 180 FT. WEST GRADE C 98.5 119.5 25 1 95.5 97 NORTH 40 FT. NORTH ' PARKING 8~5 4-13 40 FT. NORTH GRADE C 98.5 118.6 26.2 94.0 95 NORTH 240 FT. ~EST PARKING 8~6 4-13 40 FT. NORTH GRADE C 98.5 120.1 26.5 94.9 96 NORTH 350 FT. ~EST PARKING 8~? ~-13 100 FT. NORTH GRADE C 98.5 119.5 24.8 95.8 97 NORTH 60 FT. ~EST PARKING 848 4-13 100 FT. NORTH GRADE C 98.5 121.6 26.3 96.3 98 NORTH 120 FT. WEST PARKING 8~9 4-13 100 FT. NORTH GRADE C 98.5 119.1 25.2 95.1 9? NORTH 180 FT. ~EST PARKING 850 4'13 100 FT. NORTH GRADE C 98.5 119.0 25.0 95.2 97 NORTH 240 FT. ~EST PARKING 851 &-13 100 FT. NORTH GRADE C 98.5 121.3 27.2 95.4 9? NORTH 350 FT. ~EST PARKING 852 4-13 13 - A LIFT 1 1 114.0 127.5 16.2 109.? 96 iNTERIOR ~ALL 853 &-13 13 - A LIFT 2 I 114.0 126.2 15.4 109.3 96 INTERIOR ~ALL INTERIOR 854 4-13 13 - A GRADE ! 114.0 125.5 15.0 109.1 96 WALL 855 4-13 11 - A LIFT I I 114.0 127.0 15.5 109.9 96 INTERIOR ~ALL 856 4-13 11 - A LIFT 2 [ 114.0 129.3 16.5 110.9 97 INTERIOR WALL 85? 4-13 11 - A GRADE I 114.0 128.8 17.0 110.0 96 INTERIOR ~ALL 858 4-14 STATION 26 + O0 LIFT 1 C 98.5 119.5 24.2 96.2 98 8 IN. SANITARY 859 4-14 STATION 26 + O0 LIFT 2 C 98.5 121.0 25.5 96.4 98 8 IN. SANITARY 860 4-14 STATION 26 + O0 GRADE C 98.5 118.7 24.3 95.5 97 8 IN. SANITARY 861 4-14 STATION 28 + O0 LIFT 1 C 98.5 120.3 23.6 97.3 99 8 IN. SANITARY 862 4-14 STATION 28 + O0 LIFT 2 C 98.5 119.0 24.1 95.9 97 8 IN. SANITARY 863 4-14 STATION 28 + O0 GRADE C 98.5 121.3 24.8 97.2 99 8 IN. SANITARY 86~ ~-18 20 FT - NORTH GRADE C 98.5 119.3 2~.6 95.9 97 NORTH~ST 60 FT - EAST PARKING 865 4-18 20 FT - NORTH GRADE C 98.5 120.1 25.1 96.0 97 NORTHWEST 120 FT - EAST PARKING 866 4'18 20 FT - NORTH GRADE C 98.5 118.5 24.6 95.1 97 NORTHi4EST 180 FT - EAST PARKING 867 4-18 20 FT - NORTH GRADE C 98.5 121.0 26.0 96.0 9? NORTHWEST 240 FT - EAST PARKING 868 4-18 20 FT - NORTH GRADE C 98.5 119.8 25.3 95.6 9? NORTHWEST 300 FT - EAST PARKING NOTES: Densities shoun: pounds per cubic foot Water Content: Percent of dry weight I brracan Percent Compactfon: Based on maximum dry density obtained on sampte indicated by materiat mark. FIELD COMPACTION REPORT Job No. 17931033 Job Name and Location M.J. DESIGHS DISTRXBUTXOH ~ Date 4-27-94 Architect or Engineer JAP[F_~, Contractor BOB lvIOORE OD~ISTRUC'i~OH~ l'lqC. Datum $1TE DATt~ Lift No. Haximum In-PLace in-Place Test Date Location or Ht[. Lab Dry get gate? Dry Percent Co~me~ts Ho. E[ev. Hark Oensity Density Content Density Comp, 869 4-18 80 FT - NORTH GRADE C 98.5 119.2 24.0 96.1 98 NORTHgEST 60 FT - EAST PARKING 870 4-18 80 FT - NORTH GRADE C 98.5 119.0 24.0 96.0 97 NORTH~ST 120 FT - EAST PARKING 871 &-18 80 FT - NORTH GRADE C 98.5 121.5 26.2 96.3 98 NORTHgEST 180 FT - EAST PARKING 872 6-18 80 FT - NORTH GRADE C 98.5 119.8 25.5 95.5 97 NORTNgEST 240 FT - EAST PARKING 873 6-18 80 FT - NORTH GRADE C 98.5 120.3 24.3 96.8 98 NORTflgEST 300 FT - EAST PARKING 8?6 4-18 D - 1OR LIFT 1 I 114.0 127.5 16.2 109.? 96 IHTERNAL gALL 875 6-18 D - 1OR LIFT 2 I 114.0 126.3 15.5 109.3 96 INTERNAL gALL 876 6-18 D - 1OR GRADE I 114.0 125.2 16.1 107.8 95 INTERNAL WALL 877 6-18 H - 1OR LIFT 1 I 116.0 128.0 16.5 109.8 96 INTERNAL gALL 878 6-18 H - 1OR LIFT 2 I 116.0 125.5 15.6 108.5 95 INTERNAL gALL 879 4-18 H - 1OR GRADE I 114.0 126.8 16.2 109.1 96 INTERNAL gALL 880 4-18 H - 1OR LIFT 1 I 114.0 128.5 15.3 111.4 98 INTERNAL gALL 881 6-18 M - 1OR LIFT 2 ! 114.0 12?.3 16.0 109.7 96 INTERNAL gALL 882 6-18 M - 1OR GRADE ! 114.0 125.5 15.3 108.8 95 INTERNAL gALL 883 4-18 R - 1OR LIFT 1 I 114.0 126.0 14.8 109.7 96 INTERHAL gALL 88/, 6-18 R - 1OR LIFT 2 I 114.0 127.7 15.5 110.5 9? IHTERHAL WALL 885 6-18 R - 1OR GRADE I 114.0 126.3 14.5 110.3 9? INTERNAL gALL 886 6-20 R - 10~ LIFT 1 I 114.0 126.3 15.3 109.5 96 INTERNAL gALL 887 6-20 R - lOg LIFT 2 I 114.0 128.0 15.0 111.3 98 INTERNAL gALL 888 6-20 M - log LIFT 1 ] 116.0 126.0 15.8 108.8 95 INTERNAL gALL 889 6-20 M - lOB LIFT 2 I 114.0 127.5 16.3 109.6 96 INTERNAL gALL 890 6-20 H - lOg LIFT 1 I 114.0 127.0 15.0 110.6 9r INTERNAL gALL 891 6-20 H - log LIFT 2 I 116.0 127.6 15.8 110.1 97 INTERNAL gALL 892 6-20 0 - IOU LIFT 1 I 116.0 129.3 15.5 111.9 98 INTERNAL gALL 893 6-20 D - IOU LIFT 2 I 116.0 128.0 16.1 110.2 97 INTERNAL gALL NOTES: Densities sho~n: pounds per cubic foot gater Content: Percent of dr'y ~leight 1 rracan Percent Compaction: Based on maximum dry density obtained on sample indicated by material mark.