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Park West CC(4)-LR 940527 (2)
'1 I'erracon CONSULTANTS. INC. 1:_"::~. ' ~:-'_-"~.mC~'~. :-'~'.-'..~:.-. ~..~ 'e ~, - :2' ±..~ ± '~ -=!~ !'. '~.:! '-~,, 2' -I .: 4 ~ --:': ' -: May 27, 1994 :'-'-~": ~ ~: .... ~:':' ~- _u'.', .~ -:'=:i~.i'.: ~t:- '~[- 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 25 to May 20, 1994. Services provided during this period consisted of performing field density tests on compacted fill placed in 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, O~TS, INC. Eric J. Cleveland, P.E. Project Engineer EJC:kms Attachments Copy To: James, Hal'wick + 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 Mr. Lee Stone Olfices of The Terracon Companies. Inc. Geotechnical, Environmental and Materials Engineers · C-,.:-:t-c--'~ Z-. :.:-:)ma .':: ::' T_ ~a · -e,'.'.~5 .-'.~:,~:)L:::,;:'.'.'.':.':? · .oI~.P 5;: ' _..::~e :: :. · '.Y,:,",".:; ::'-,,~..e-".: QUALITY ENGINEERING SINCE 1965 · ll'erracan l~S \ MOISTURE-DENSITY RELATIONSHIP Job No. 17931033 Date 5118194 13o ~ Project MJ DESIGNS DISTRIBIJTION CENIER - COPPELL. TEX~S Source of Material OFF SITE BORROW 125 ~1 ~ ~ Description of Material FILL)TAN SANDY CI.AY (SF. LECT J ~ Material Designation .I 120 ~l~ ~ Test Method ASTM D-698 {METHOD A} oo ~ Maximum Dry Density 121.0 . PCF o l~0 .~ Optimum Water Content 11,0 % L ATI~ERBERG LIMITS a. ~05 LL PL PI 'o 24 12 12 O -- '-' CURVES OF 100% SATURATION >_ 100 FOR SPECIFIC GRAVITY EQUAL TO: ~- 95 o -- 2.60 90 85 80 75 0 5 10 15 20 25 30 35 40 45 NI4TER CONTENT (Percent Drw Neighf) FIELD COMPACTION REPORT Job No. 1793:[033 Job Name and Location M.J. DESIGNS DISTR3]3[Y~ON ~ Date 5-27-94 Architect or Engineer J/LMES, ~C~ + P/kI~NERS, ~l~/C. Contractor BOB t4DORE CON--ON, XN'C. Datum _SITE DA~X.lVl Lift No. Maxi~u~ ln-Ptace In-Place Test Date Location or Mt[. Lab Dry Wet Water Dry Percent Coneents No. E[ev. Mark Density Density Content Density Corap. 894 4-25 20 - U GRADE C 98.5 120.3 25.2 96.1 98 SOUTHgEST 50 - S PARKING 895 4-25 130 - U GRADE C 98.5 118.0 24.5 94.8 96 SOUTHWEST 50 - S PARKING 896 4-25 210 - g GRADE C 98.5 121.0 24.0 97.6 99 SOUTHWEST 20 - S PARKING 897 4-25 320 - U GRADE C 98.5 118.5 25.0 94.8 96 SOUTHUEST 20 - S PARKING 898 4-25 420 - U GRADE C 98.5 120.3 24.& 96.7 98 SOUTHWEST 30 - S PARKING 899 4-25 560 - g GRADE C 98.5 121.5 25.8 96.6 98 SOUTHWEST 30 - S PARKING 900 4-25 610 - U GRADE C 98.5 119.5 25.0 95.6 97 SOUTHWEST 40 S PARKING 901 4-25 550 - W GRADE C 98.5 119.0 24.8 95.3 97 SOUTHWEST 100 - S PARKING 902 4-25 500 - g GRADE C 98.5 120.7 25.0 96.6 98 SOUT#WEST 80 - S PARKING 903 4-25 440 - W GRADE C 98.5 119.5 24.8 95.8 97 SOUTHWEST 80 - S PARKING 904 4-25 360 - g SOUTHWEST 60 S GRADE C 98.5 120.1 24.2 96.7 98 - PARKING 905 4-25 350 - U GRADE C 98.5 119.3 25.0 95.4 97 SOUTHWEST 100 - S PARKING 906 4-25 300 - ~ GRADE C 98.5 118.0 23.6 95.5 97 SOUTHWEST 60 - S PARKING 907 4-25 250 - g GRADE C 98.5 121.5 25.5 96.8 98 SOUTHWEST 100 - S PARKING 908 4-25 200 - U SOUTHWEST 50 S GRADE C 98.5 119.8 25.1 95.8 97 - PARKING 909 4-25 140 - W GRADE C 98.5 120.0 24.0 96.8 98 SOUTHWEST 100 - S PARKING 910 4-25 120 - W GRADE C 98.5 119.5 25.3 95.4 97 SOUTHWEST 40 - S PARKING 911 4-25 85 ' W GRADE C 98.5 118.8 24.0 95.8 97 SOUTHWEST 90 - S PARKING 912 4-25 70 - W SOUTHgEST 60 - S GRADE C 98.5 120.6 25.1 96.4 98 PARKING 913 4-25 25 - W GRADE C 98.5 119.5 25.0 95.6 9? SOUTWEST 80 - S PARKING 914 4-27 11 - S LIFT I I 114.0 127.2 15.8 109.8 96 INTERIOR 915 4-27 11 - S LIFT 2 I 114.0 125.3 15.2 108.7 95 INTERIOR 916 4-27 11 - S GRADE I 114.0 125.8 16.0 108.4 95 INTERIOR 917 4-21 13 - S LIFT 1 I 114.0 128.1 16.6 109.8 96 INTERIOR 918 4-27 13 - S LIFT 2 I 114.0 127.] 15.5 110.2 97 INTERIOR 919 4-27 13 - S GRADE ! 114.0 126.0 16.0 108.6 95 INTERIOR 920 4-27 15 - S LIFT 1 ! 114.0 127.8 16.5 109.6 96 INTERIOR NOTES: Densities sho~n: pounds per cubic foot ~ater Content: Percent of dry weight I fiarracan Percent Compaction: Based on maxinu~ dry density obtained on sanT~le indicated by nmterJal mark. FIELD COMPACTION REPORT Job No. 17931033 Job Name and Location M.J. DESIGNS DISTRIBUTI~ ~ Date 5-27-94 Architect or Engineer JAMES, ~CK + P~, INC. Contractor BOB I~CORE OONSTRUCTION, INC. Datum SITE ~ Lift No. Haximu~ In-Ptace In-Ptace Test Date Location or Ht[. Lab Dry Wet Water Dry Percent Comments No. E[ev. Hark Density Density Content Density Comp. 921 4-Z7 15 - S LIFT 2 [ 114.0 126.5 15.2 109.8 96 INTER]OR 922 4-27 15 - S GRADE I 114.0 127.4 16.3 109.5 96 INTERIOR 923 5-17 A.3-1 LIFT 1 J 121.0 133.5 13.8 117.3 97 INTERIOR 924 5-17 A.3-1 LIFT 2 J 121.0 131.2 12.3 116.8 97 INTERIOR 925 5-17 A.3-1 GRADE J 121.0 134.0 13.0 118.5 98 INTERIOR 926 5-17 A-1.3 LIFT 1 J 121.0 132,6 12.5 117,8 97 INTERIOR 927 5-17 A-1.3 LIFT 2 J 121.0 133.0 13.6 117.0 97 INTERIOR 928 5-17 A-1.3 GRADE J 121.0 132.2 12.4 117.6 97 INTERIOR 929 5-18 A-6 LIFT 1 0 125.5 135.2 12.2 120.4 96 INTERIOR WALL 930 5-18 A-6 LIFT 2 O 125.5 137.3 11.8 122.8 98 INTERIOR WALL 931 5-18 A-6 GRADE O 125.5 134.0 10.5 121.2 97 INTERIOR WALL 932 5-18 A-7.3 LIFT 1 O 125.5 135.0 11.2 121.4 97 INTERIOR WALL 933 5-18 A-7.3 LIFT 2 D 125.5 136.8 13.1 120.9 96 INTERIOR WALL 934 5-18 A-7.3 GRADE D 125.5 134.4 10.0 122.1 97 INTERIOR WALL 935 5-18 A-8.3 LIFT 1 D 125.5 136.0 12.4 120.9 96 INTERIOR WALL 936 5-18 A-8.3 LIFT 2 D 125.5 135.8 11.0 122.3 97 INTERIOR WALL 937 5-18 A-8.3 GRADE D 125.5 136.3 12.8 120.8 96 INTERIOR WALL 938 5-19 C - 1 GRADE J 121.0 132.2 12.4 117.6 97 INTERIOR WALL 939 5-19 E - 1 GRADE d 121.0 130.5 11.5 117.0 97 INTERIOR WALL 960 5-19 G - 1 GRADE J 121.0 131.0 12.0 116.9 97 INTER%OR WALL 941 5-19 J - 1 GRADE J 121.0 133.1 12.2 118.6 98 INTERIOR WALL 942 5-19 L - 1 GRADE J 121.0 132.1 12.0 117.9 97 INTERIOR WALL 943 5-19 N - 1 GRADE J 121.0 130.4 11.8 116.6 96 INTERIOR WALL 944 5-20 P - 1 GRADE J 121.0 132.6 12.4 117.9 97 INTERIOR WALL 945 5-20 R - 1 GRADE J 121.0 131.5 12.0 117.4 97 INTERIOR WALL NOTES: Densities shoun: pounds per cubic foot t~ater Content: Percent of dry weight ] Ferracon Percent Compaction: Based on maxim~ma dry density obtained on sample indicated by nmteria[ mark.