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Freeport NIP(7.9)-LR020726
GEOTECHNICAL AND [~j J=~J r-1 U F~ ENVIRONMENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF FIELD DENSITY TESTS Uline Facility Freeport Parkway Coppell, Texas Duke Realty Corporation 5495 Beltline Road, Suite 360 Dallas, Texas 75254 ATTN: Mr. Mike Cox Duke Construction Proctor I ASTM No. Standard 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 Description Dark brown clay Dark brown clay w/yellowish brown sand Light brown clay (lime-treated) Dark brown clay w/trace light gray & yellowish brown clay Dark gray clay REPORT NO. 20 REPORT DATE: 07-26-02 REG PROJECT NO. 9056 TECHNICIAN: G. Ortiz PAGE: 1 of 3 Optimum [ Maximum Moisture, % Density, PCF 19.0 103.0 15.0 111.0 17.1 98.9 20.3 101.6 18.0 105.4 24 25 26 27 28 29 3O 31 32 33 34 35 36 37 38 39 4O 41 42 43 44 45 46 47 48 Date Location 06-24-02 Bldg Bldg Bldg Bldg Bldg Bldg Bldg Bldg Bldg Bldg Bldg Bldg Bldg Bldg Pad: 75'N, 25'E(1) Pad: 150'N, 25'E(1) Pad: 225'N, 25'E(1) Pad: 300'N, 25'E(1) Pad: 375'N, 25'E(1) Pad: 375'N, 100'E(1) Pad: 300'N, 100'E(1) Pad: 225'N, 100'E(1) Pad: 150'N, 100'E(1) Pad: 75'N, 100'E(1) Pad: 75'N, 175'E(1) Pad: 150'N, 175'E(1) Pad: 225'N, 175'E(1) Pad: 300'N, 175'E(1) Bldg Pad: 375'N, 175'E(1) 06-25-02 Bldg Pad: 75'S, 250'E(2) Bldg Pad: 150'S 250'E(2) Bldg Pad: 225'S 250'E(2) Bldg Pad: 300'S 250'E(2) Bldg Pad: 375'S 250'E(2) Bldg Pad: 375'S 310'E(2) Bldg Pad: 300'S 310'E(2) Bldg Pad: 225'S 310'E(2) Bldg Pad: 150'S 310'E(2) Bldg Pad: 75'S, 310'E(2) Depth Below Field Field FinalS. G. Density Moisture (feet) (pcf) (%) Proctor Compaction ID Level (%) 0.0 94.7 17.4 3 95.8 0.0 97.4 21.1 3 98.5 0.0 94.7 20.1 3 95.8 0.0 96.3 26.3 3 97.4 0.0 93.9 24.7 3 95.0 0.0 94.6 20.7 3 94.6 0.0 93.9 23.9 3 95.0 0.0 94.4 24.2 3 95.4 0.0 97.7 25.1 4 96.2 0.0 93.9 20.1 3 95.0 0.0 94.8 21.3 3 95.9 0.0 94.4 23.6 3 95.4 0.0 95.1 21.3 3 96.2 0.0 94.8 20.2 3 95.9 0.0 96.9 25.4 3 98.0 0.0 94.0 23.0 3 95.0 0.0 94.1 23.6 3 95.1 0.0 95.4 21.1 3 96.5 0.0 94.6 23.2 3 95.7 0.0 93.9 22.6 3 95.0 0.0 94.1 24.1 3 95.1 0.0 95.1 20.6 3 96.2 0.0 100.1 19.1 3 101.2 0.0 97.6 20.6 3 98.7 0.0 94.6 22.5 3 95.7 2424 STUTZ DR. SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 20 REPORT DATE: 07-26-02 REG PROJECT NO. 9056 PAGE: 2 of 3 Test No. Date 49 06-25-02 50 51 52 53 54 06-26-02 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 06-27-02 73 74 75 76 77 78 06-28-02 79 80 81 82 Location Bldg Pad: 150'S, 340'E(2) Bldg Pad: 225'S, 340'E(2) Bldg Pad: 300'S, 340'E(2) Bldg Pad: 175'S, 385'E(2) Bldg Pad: 250'S, 385'E(2) Fire Lane: 150'S, 145'W(2) Fire Lane: 151'S, 145'W(2) Fire Lane: 152'S, 145'W(2) Fire Lane: 153'S, 145'W(2) Fire Lane: 300'S, 145'W(2) Fire Lane: 301'S, 145'W(2) Fire Lane: 302'S, 145'W(2) Fire Lane: 303'S, 145'W(2) Fire Lane: 450'S, 70'W(2) Fire Lane: 450'S, 69'W(2) Fire Lane: 450'S, 68'W(2) Fire Lane: 450'S, 67'W(2) Fire Lane: 450'S, 66'W(2) Fire Lane: 450'S, 65'W(2) Fire Lane: 450'S, 64'W(2) Fire Lane: 450'S, 60'W(2) Fire Lane: 450'S, 62'W(2) Fire Lane: 450'S, 61'W(2) Fire Lane: 450'S, 200'E(2) Fire Lane: 450'S, 201'E(2) Fire Lane: 450'S, 202'E(2) Fire Lane: 450'S, 350'E(2) Fire Lane: 450'S, 351'E(2) Fire Lane: 450'S, 352'E(2) Expansion Bldg Pad: 55'N, 300'W(2) Expansion Bldg Pad: 100'S, 400'W(2) Expansion Bldg Pad: 400'S, 300'W(2) Expansion Bldg Pad: 500'S, 450'W(2) Expansion Bldg Pad: 600'S, 300'W(2) Depth Below Field Field Final S. G. Density Moisture Proctor Compaction (feet) (pcf) (%) ID Leve (%) 0.0 94.8 23.5 3 95.9 0.0 94.1 24.4 3 95.1 0.0 94.9 23.8 3 96.0 0.0 97.6 20.5 3 98.7 0.0 95.8 23.0 3 96.9 4.0 99.1 22.4 1 96.2 3.0 100.1 20.6 1 97.3 2.0 99.6 21.8 1 97.6 1.0 98.5 22.8 1 95.6 4.0 99.4 22.0 1 96.5 3.0 98.8 22.4 1 95.9 2.0 99.9 20.8 1 96.9 1.0 100.8 20.2 1 97.8 10.0 99.5 22.0 1 96.6 9.0 101.5 20.6 I 98.5 8.0 100.6 21.1 1 97.6 7.0 99.0 21.7 1 96.1 6.0 99.8 21.4 1 96.8 5.0 97.9 22.5 1 95.0 4.0 98.7 22.1 1 95.8 3.0 99.2 21.6 1 96.3 2.0 100.3 20.9 1 97.3 1.0 101.5 20.1 1 98.5 3.0 101.1 20.2 1 98.1 2.0 99.7 22.3 1 96.7 1.0 100.8 21.0 1 97.8 3.0 101.5 20.5 1 98.5 2.0 100.0 21.5 1 97.0 1.0 98.5 22.3 1 95.6 0.0 100.1 20.8 1 97.1 0.0 101.0 20.1 1 98.0 0.0 100.8 20.6 1 97.8 0.0 108.8 16.2 2 98.0 0.0 100.5 20.8 1 97.5 REPORT NO. 20 REPORT DATE: 07-26-02 REG PROJECT NO. 9056 PAGE: 3 of 3 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from N.W. building corner. Mail Distribution: (1) Duke Realty Corporation/ Mr. Mike Cox (1) Duke Realty Corporation/ Mr. Jeff Langston (1) Pacheco Koch Consulting/ Mr. Jack Evans (1) Haris Engineering, Inc./ Mr. Ali Haris (1) Horn-Chandler-Thomas, Inc./ Ms. Diane Coulson (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith E. Atkins Manager, CMT AE/cn