Loading...
Park West CC(4)-LR 940418 f£ con CONSULTANTS, INC. __'-: '-:~:. ::':.i~-' April 18, 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 March 24 to April 8, 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 along with two moisture-density relationship tests performed on materials used as fill 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 Moore Construction, Inc. Mr. Mark Wolf Mr. Phil Bell Albert Halff & Associates, Inc. City of Coppell Mr. Paul Rielly Mr. Larry Davis Olfices ol The Terracon Companies, Inc. Geotechnical, Environmenlal and Materials Engineers O~ aqc~a C< ahs. ma C :y T¢ sa I Te,as Dal as I L:a". Sil: _aCe C :? I ',';'yg.,-~.-~ Cr.E...em-e QUALITY ENGINEERING SINCE 1965 FIELD COMPACTION REPORT Job No. 17931033 Job Name and Location M.J. DESIGNS DISTRIB%H~ON ~ Date 4-18-94 Architect or Engineer O--/X_l~, ~CK + P/~q-1~, ~lC. Contractor BOB PlDORE (X~~GN, XNC. Datum SITE DATt~ Lift No. #aximu~ In-Place In-Ptace Teat Date Location or Mt[. Lab Dry Wet Water Dry Percent Comments No. Etev. Hark Density Density Content Density Comp. 661 3-24 STATION 4 + 50 LIFT 1 C 98.5 121.5 29.2 94.0 95 10 IN. WATER S. PARKING 662 3-24 STATION 4 + 50 LIFT 2 C 98.5 120.9 27.0 95.2 97 10 IN. WATER S. PARKING 663 3-24 STATION 4 + 50 GRADE C 98.5 121.7 29.0 94.3 96 10 IN. WATER S. PARKING 666 3-24 STATION 3 + 50 LIFT 1 C 98.5 121 1 27.6 94.9 96 10 IN. WATER ' S. PARKING 665 3-24 STATION 3 + 50 LIFT 2 C 98.5 120.6 26.3 95.5 97 10 IN. WATER S. PARKING 666 3-24 STATION 3 + 50 GRADE C 98.5 121.0 26.4 95.7 97 10 IN. WATER S. PARKING 667 3-24 STATION 2 + 50 LIFT 1 C 98.5 121.5 25.5 96.8 98 10 IN. WATER S. PARKING 668 3-24 STATION 2 + 50 LIFT 2 C 98.5 120.8 27.0 95.1 97 10 IN. WATER S. PARKING 669 3-24 STATION 2 + 50 GRADE C 98.5 121.8 26.5 96.3 98 10 IN. WATER S. PARKING 670 3-24 STATION 1 + O0 LIFT 1 C 98.5 120.4 26.2 95.4 97 10 IN. WATER S. PARKING 671 3-24 STATION 1 + O0 LIFT 2 C 98.5 121.2 26.9 95.5 97 10 IN. WATER S. PARKING 672 3-24 STATION I + O0 GRAOE C 98.5 119.0 25.9 94.5 96 10 IN. WATER S. PARKING 673 3-28 100 - N GRADE C 98.5 118.3 26.4 93.6 95 EAST PARKING 50 - W FROM SE CURB 674 3-28 200 - N GRADE C 98.5 119.0 29.5 91.9 93 EAST PARKING 50 - W FROH SE CURB 675 3-28 300 - N GRADE C 98.5 120.6 29.6 93.1 94 EAST PARKING 50 - W FROM SE CURB 676 3-28 RETEST 674 GRADE C 98.5 121.0 29.8 93.2 95 EAST PARKING FROM SE CURB 677 3-28 RETEST 675 GRADE C 98.5 120.1 29.0 93.1 95 EAST PARKING FROM SE CURB 678 3-28 600 - N GRADE C 98.5 118.5 29.0 91.9 93 EAST PARKING 50 - W FROM SE CURB 679 3-28 RETEST 678 GRADE C 98.5 120.7 29.1 93.5 95 EAST PARKING FROM SE CURB 680 3-28 800 - N GRADE C 98.5 120.0 27.0 94.5 96 EAST PARKING 50 - W FROM SE CURB 681 3-28 100 - N GRADE C 98.5 120.1 26.7 94.8 96 EAST PARKING 100 - W FROM SE CURB 682 3-28 200 - N GRADE C 98.5 118.8 26.8 93.7 95 EAST PARKING 100 - W FROM SE CURB 683 3-28 300 - N GRADE C 98.5 120.5 29.2 93.3 95 EAST PARKING 100 W FROM SE CURB 68~ 3-28 400 - N GRADE C 98.5 121.3 27.5 95.1 97 EAST PARKING 100 - W FROM SE CURB 685 3-28 500 - N GRADE C 98.5 119.3 26.8 94.1 96 EAST PARKING 100 - W FROM SE CURB 686 3-28 600 - N GRADE C 98.5 120.1 27.0 94.6 96 EAST PARKING 100 - W FROM SE CURB 687 3-28 700 - N GRADE C 98.5 119.9 27.1 94.3 96 EAST PARKING 100 - W FROM SE CURB NOTES: Densities sho~n: pounds per cubic foot Water Content: Percent of dry weight ] brracan Percent Conq~action: Based on maxinue dry density obtained on sample indicated by material mark. FIELD COMPACTION REPORT Job No. 17931.033 Job Name and Location M.J. DESIGNS DIS'TRIBUI'ION CENTER Date 4-18-94 Architect or Engineer JAMES, HAISqICK + PARIIqlS~, INC. Contractor BOB MOORE (X)N~ON, INC. Datum SITE DATt~I Lift No. Haxinte In-PLace In-Ptace Test Date Location or Htl. Lab Dry Wet Water Dry Percent Cmements No. Etev. Hark Density Oensity Content Density Comp. 800 - N GRADE C 98.5 119.5 28.0 93.3 95 EAST PARKING 688 3-28 100 - ~ FROH SE CURB 689 4-1 70 FT WEST GRADE C 98.5 120.2 29.0 93.2 95 EAST PARKING 80 FT NORTH FRCM SE CURB 140 FT WEST GRADE C 98.5 120.8 28.4 94.1 96 EAST PARKING 690 4-1 80 FT NORT FRDH SE CURB 691 4-1 210 FT bEST GRADE C 98.5 120.0 28.0 93.8 95 EAST PARKING 80 FT NORTH FROM SE CURB 692 4-1 280 FT WEST GRADE C 98.5 120.4 28.8 93.5 95 EAST PARKING 80 FT NORTH FROM SE CURB 693 4-1 350 FT WEST GRADE C 98.5 120.1 28.5 93.5 95 EAST PARKING 80 FT NORTH FROM SE CURB 70 FT WEST GRADE C 98.5 120.1 28.0 93.8 95 EAST PARKING 694 4-1 40 FT NORTH FROM SE CRUB 140 FT ~EST GRADE C 98.5 119.5 28.5 93.0 94 EAST PARKING 695 4-1 40 FT NORTH FROM SE CURB 210 FT WEST GRADE C 98.5 119.0 28.1 92.9 94 EAST PARKING 696 4-1 40 FT NORTH FROM SE CURB 280 FT WEST GRADE C 98.5 120.4 27.7 94.3 96 EAST PARKING 697 4-1 40 FT NORTH FROM SE CURB 698 4-1 350 FT 9EST GRADE C 98.5 120.1 28.4 93.5 95 EAST PARKING 40 FT NORTH FROM SE CURB 70 FT WEST GRADE C 98.5 120.6 26.4 95.4 97 WEST PARKING 699 4-6 40 FT SOUTH FROM NE CURB 700 4-6 140 FT NEST GRADE C 98.5 119.3 28.0 93.2 95 bEST PARKING 40 FT SOUTH FROM NE CURB 701 4-6 210 FT bEST GRADE C 98.5 120.0 27.5 94.1 96 WEST PARKING 40 FT SOUTH FROM NE CURB 702 4-6 280 FT WEST GRADE C 98.5 119.0 27.3 93.5 95 WEST PARKING 40 FT SOUTH FROM NE CURB ?03 4-6 350 FT WEST GRADE C 98.5 120.6 27.6 94.5 96 WEST PARKING 40 FT SOUTH FROM NE CURB ?04 4-6 ?0 FT UEST GRADE C 98.5 121.2 29.2 93.8 95 WEST PARKING 100 FT SOUTH FROM NE CURB 705 4-6 140 FT bEST GRADE C 98.5 119.5 27.1 94.0 95 WEST PARKING 100 FT SOUTH FROM NE CURB 706 4-6 210 FT WEST GRADE C 98.5 120.8 28.8 93.8 95 VEST PARKING 100 FT SOUTH FROM NE CURB 707 4-6 280 FT WEST GRADE C 98.5 121.0 28.0 94.5 96 WEST PARKING 100 FT SOUTH FROM NE CURB 708 4-6 350 FT WEST GRADE C 98.5 119.5 27.5 93.7 95 WEST PARKING 100 FT SOUTH FROM NE CURB 709 4-7 STATION 1 + O0 GRADE C 98.5 120.5 25.1 96.3 98 12 INCH SANITATION 12 INCH 710 4-7 STATION 2 + O0 GRADE C 98.5 118.2 26.0 93.8 95 SANITATION 711 4-7 STATION 3 + O0 GRADE C 98.5 121.0 25.0 96.8 98 12 INCH SANITATION 712 4-7 STATION 4 + O0 GRADE C 98.5 119.8 26.6 94.6 96 12 INCH SANITATION 713 4-7 STATION 5 + O0 GRADE C 98.5 120.3 25.5 95.8 97 12 INCH SANITATION 714 4-7 STATION 6 + O0 GRADE C 98.5 119.9 25.4 95.6 97 12 iNCH SANITATION NOTES: Densities shoun: pounds per cubic foot lbrracan Water Content: Percent of dry ueight Percent Compaction: Based on maximt~ dry density obtained on sample indicated bymaterial mark. FIELD COMPACTION REPORT Job No. 17931033 Job Name and Location M.J. DESIGNS DISTRIBUTI~ ~ Date 4-18-94 Architect or Engineer JAMES, ~CK + P~, INC. Contractor BOB FIDORE OONSTRLL-TION, INC. Datum SITE ~ Lift No. Haximu~ In-PLace In-PLace Teat Date Location or Htt. Lab Dry get gater Dry Percent Coanents No. Etev. Hark Density Density Content Density Comp. 715 6-7 STATIOM 7 + O0 GRADE C 98.5 120.0 25.7 95.5 97 12 INCH SANITATION 716 6-7 STATION 8 + O0 GRADE C 98.5 119.& 26.0 96.8 96 12 INCH SANITATION 717 &-7 STATION 9 + O0 GRADE C 98.5 120.9 28.3 94.2 96 12 INCH SANITATION 718 4-7 STATION 10 + O0 GRADE C 98.5 119.6 25.4 95.2 97 12 INCH SANITATION 719 6-8 S - LINE LIFT 1 I 114.0 128.2 17.1 109.4 96 INTERIOR gALL INTERIOR 720 6-8 S - LINE LIFT 2 I 116.0 128.5 16.8 110.0 96 gALL 721 6-8 S - LINE GRADE [ 116.0 128.2 17.0 109.5 96 INTERIOR gALL 722 6-8 R - LINE LIFT 1 ! 116.0 126.6 17.3 107.9 95 INTERIOR gALL 723 6-8 R - LINE LIFT 2 [ 116.0 129.3 18.3 109.2 96 INTERIOR gALL 726 6-8 R - LINE GRADE I 116.0 128.5 17.1 109.7 96 INTERIOR gALL 725 6-8 Q - LINE LIFT 1 ! 116.0 129.8 16.5 111.6 98 INTERIOR gALL 726 6-8 Q - LINE LIFT 2 ! 116.0 128.0 16.0 110.3 97 INTERIOR gALL ?27 4-8 Q - LINE GRADE I 114.0 127.4 17.2 108.7 95 INTERIOR gALL ?28 4-8 P - LINE LIFT 1 I 114.0 129.5 17.5 110.2 9? INTERIOR gALL 729 4-8 P - LINE LIFT 2 I 114.0 128.8 17.1 109.9 96 INTERIOR gALL 7'30 6-8 P - LINE GRADE ! 114.0 126.5 16.3 108.7 95 INTERIOR gALL 731 4-8 g - LINE LIFT 1 I 114.0 129.6 1?.2 110.6 9r INTERIOR gALL 732 6-8 g - LINE LIFT 2 I 116.0 131.6 17.7 111.8 98 INTERIOR gALL 733 6-8 N - LINE GRAOE ! 116.0 129.3 18.0 109.5 96 INTERIOR gALL 736 6-8 H - LINE LIFT 1 I 116.0 127.5 17.3 108.6 95 INTERIOR gALL 735 4-8 H - LINE LIFT 2 I 116.0 128.3 17.0 109.6 96 INTERIOR gALL 736 6-8 H - LINE GRADE I 114.0 130.2 17.5 110.8 97 INTERIOR gALL INTERIOR 737 4-8 L - LINE LIFT I i 116.0 129.6 17.3 110.3 97 gALL 738 6-8 L - LINE LIFT 2 I 116.0 128.8 17.5 109.6 96 INTERIOR gALL 739 4-8 L - LINE GRADE I 116.0 129.7 17.0 110.8 97 INTERIOR gALL 760 4-8 S - LINE LIFT 1 C 98.5 121.3 28.1 96.7 96 EXTERIOR gALL 741 4-8 S - LINE LIFT 2 C 98.5 120.5 28.0 94.1 96 EXTERIOR gALL NOTES: Densities sho~n: pounds per cubic foot gate? Content: Percent of dry weight ~ brracan Percent Compaction: Based on eaximtaadry density obtained on sample indicatedbymateriat mark. FIELD COMPACTION REPORT Job No. 3.7931033 Job Name and Location M.J. DESIGNS DI~ON ~ Date 4-18-94 Architect or Engineer JAMES, HA_g$~C~ + P~, INC. Contractor _ BOB MOORE CONgi'RI. ETION, INC. Datum SITE ~ Lift No. Haxinu~ In-Ptace In-PLace Test Date Location or HtL. Lab Dry get gater Dry Percent Con~ents No. ELev. Hark Density Density Content Density Comp. 742 4-8 S - LINE GRADE C 98.5 120.3 27.3 9&.5 96 EXTERIOR gALL 763 6-8 R - LINE LIFT 1 C 98.5 119.6 28.2 93.1 95 EXTERIOR gALL 766 6-8 R - LINE LIFT Z C 98.5 119.9 27.5 96.0 95 EXTERIOR gALL 765 4-8 R - LINE GRADE C 98.5 119.6 25.2 95.5 9r EXTERIOR gALL 766 6-8 Q - LINE LIFT 1 C 98.5 121.1 29.5 93.5 95 EXTERIOR gALL EXTERIOR 747 6-8 Q - LINE LIFT 2 C 98.5 120.1 27.7 96.0 95 gALL EXTERIOR 768 4-8 Q - LINE GRADE C 98.5 121.6 2?.4 95.3 97 gALL 749 6-8 P - LINE LIFT 1 C 98.5 119.0 27.0 93.7 95 EXTERIOR gALL 750 6-8 P - LINE LIFT 2 C 98.5 120.3 26.5 95.1 97 EXTERIOR gALL 751 6-8 P - LINE GRADE C 98.5 122.0 27.0 96.1 98 EXTERIOR gALL 732 6-8 N - LINE LIFT I C 98.5 119.7 26.3 96.8 96 EXTERIOR gALL 753 4-8 N - LINE LIFT 2 C 98.5 122.5 28.4 95.6 97 EXTERIOR gALL EXTERIOR 754 6-8 N - LINE GRADE C 98.5 119.6 27.4 93.9 95 gALL 755 6-8 M - LINE LIFT 1 C 98.5 121.3 25.5 96.7 98 EXTERIOR gALL 756 4-8 N - LINE LIFT 2 C 98.5 121.1 26.8 95.5 97 EXTERIOR gALL 757 6-8 # - LINE GRADE C 98.5 121.1 28.1 96.5 96 EXTERIOR gALL 758 4~8 L - LINE LIFT 1 C 98.5 120.6 27.5 94.6 96 EXTERIOR gALL 759 6-8 L - LINE LIFT 2 C 98.5 119.9 27.3 96.2 96 EXTERIOR gALL 760 4-8 L - LINE GRADE C 98.5 119.2 28.0 93.1 95 EXTERIOR gALL NOTES: Densities shoun: pounds per cubic foot gater Content: Percent of dry Height I brracan Percent Compaction: Based on maxin~m dry density obtained on sample indicated by mater~aL mark. · ll'erracan 135 MOISTUR~DENS1TY RELATIONSHIP ~- Job No. 17931033 Date %, ~o Project MJ DESIGNS DISTRIBUTION CENTER - COPPELL. TEXAS ~ Source of Material OFF SITE BORROW Description of Material TAN SANDY CI.AY 120 ~ Material Designation H Test Method ASTM !~-698 LMETHOD A,) lis ~' TEST RESULTS o Maximum Dry Density 112.5 PCF o Optimum Water Content o 110 o / ATTERBERG LIMITS ~- I05 LL PL PI ~ ~ 32 15 17 o '-~ CURVES OF 100% SATURATION 100 FOR SPECIFIC GRAVITY EQUAL TO: >- 95 n., .60 9O 85 8O 75 0 5 10 15 20 25 30 35 40 45 NRTER CONTENT (Percent Org Height) · 'll'erracan 135 ~ ' MOISTURE-DENSITY RELATIONSHIP Job No. 17931033 Date 416194 130 I Project MJ DESIGNS DISTRIBUTION CENTER - COPPELL. TEXAS ~ Source of Material OFF SITE BORROW ,zs ~ ~~ Description of Material REDDI,~;H RROWN SANDY __ ~ CLAY , I Material Designation I 115120 ~~~ Test Method ASTM D-698 O~ETIIOD A) c- ~ TEST RESULTS o Maximum Dry Density 114.0 PCF o Optimum Water Content 14.5 % '-' ATTERBERG LIMITS o. 10s LL PL PI 'o 28 14 14 o v CURVES OF 100% SATURATION 100 FOR SPECIFIC GRAVITY EQUAL TO: ~= 95 r~ -- 2.60 90 85 80 75 0 5 10 15 20 25 30 35 40 45 NRTER CONTENT (Percent Dr~J Neight)