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Park West CC(3)-LR 991230GEOTECHNICAL AND G F=J I'-1 U ~ ENVIRONI'IENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Daryl Flood Warehouse Airline Road at Enterprise Road Coppell, Texas REPORTED TO: Daryl Flood Warehouse-Movers, Inc. 2009 Country Club Drive Carrollton, Texas 75006 ATTN: Mr. Daryl Flood REPORT NO. 33 REG PROJECT NO. 6080 SAMPLE DATE: 12-30-99 TECHNICIAN: D. Williams CONTRACTOR: McFadden & Miller, Inc. Location of Sample 1 Piers:A.2-11.3, A-11.6, A.2-11.1, A.2-10.8, A.2-10.5 10/43 J Design Information I TXI 45 3000 Test Results 1 1393 01-06-00 7 80590 2850 1393 01-27-00 28 1393 01-27-00 28 1393 Hold Cylinder Data 1 1393 5.00 12:45 PM 71 70 N/A 1483328 Distribution: (1) (1) (1) (1) (1) (1) (1) Daryl Flood Warehouse-Movers, Inc./ Mr. Daryl Flood McFadden & Miller, Inc./ Mr. Jori Jacobson Meinhardt & Quintana/ Mr. David Meinhardt Halff Associates/Mr. Patrick Acker City of Coppell/Mr. Larry Davis City of Coppell/Mr. Lee Stone Bihner Engineering/Mr. Yubo Chen Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KENrt 2424 STUTZ DR. * SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND J:~ F:=J r-'l LJ ~ ENVIRONMENTAL CONSULTANTS REPORTED TO: CONCRETE CYLINDER TEST REPORT Daryl Flood Warehouse Airline Road at Enterprise Road Coppell, Texas Daryl Flood Warehouse-Movers, Inc. 2009 Country Club Drive Carrollton, Texas 75006 ATTN: Mr. Daryl Flood REPORT NO. 34 REG PROJECT NO. 6080 SAMPLE DATE: 12-30-99 TECHNICIAN: D. Willliams CONTRACTOR: McFadden & Miller, Inc. Location of Sample 1 Slab: 180'S, 20'E of NW Bldg. Corner 10/320 J 2 Slab: 170'S, 140'E of NW Bldg. Corner 110/320 I 3 Slab: 180'S, 320'E of NW Bldg. Corner 230/320 J Design Information TXI 47 4000 Test Results 1 1389 01-06-00 7 112780 3990 1389 01-27-00 28 1389 01-27-00 28 1389 Hold 2 1390 01-06-00 7 120150 4250 1390 01-27-00 28 1390 01-27-00 28 1390 Hold 3 1391 01-06-00 7 116010 4100 1391 01-27-00 28 1391 01-27-00 28 1391 Hold Cylinder Data 1 1389 4.50 7:05 AM 48 62 N/A 1482779 2 1390 4.75 8:20 AM 49 64 N/A 1482903 3 1391 4.75 9:55 AM 58 67 N/A 1483102 Distribution: (1) Daryl Flood Warehouse-Movers, Inc./ Mr. Daryl Flood (1) McFadden & Miller, Inc./ Mr. Jon Jacobson (1) Meinhardt & Quintana/ Mr. David Meinhardt (1) Halff Associates/Mr. Patrick Acker (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Bihner Engineering/Mr. Yubo Chen Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KENrt 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND r""~ j~J i'-1 I I j=~ ENVIRONI"IENTAL CONSULTANTS REPORTED TO: CONCRETE CYLINDER TEST REPORT Daryl Flood Warehouse Airline Road at Enterprise Road Coppell, Texas Daryl Flood Warehouse-Movers, Inc. 2009 Country Club Drive Carrollton, Texas 75006 ATTN: Mr. Daryl Flood REPORT NO. 33 REG PROJECT NO. 6080 SAMPLE DATE: 12-30-99 TECHNICIAN: D. Williams CONTRACTOR: McFadden & Miller, Inc. Location of Sample J 1 Piers: A.2-11.3, A-11.6, A.2-11.1, A.2-10.8, A.2-10.5 10/43 J Design Information I TxI 45 3000 J Test Results 1 1393 01-06-00 7 80590 2850 1393 01-27-00 28 106850 3780 1393 01-27-00 28 106530 3770 3780 1393 Hold Cylinder Data 1 1393 5.00 12:45 PM 71 70 N/A 1483328 Distribution: (1) Daryl Flood Warehouse-Movers, Inc./ Mr. Daryl Flood (1) McFadden & Miller, Inc./ Mr. Jon Jacobson (1) Meinhardt & Quintana/ Mr. David Meinhardt (1) Halff Associates/Mr. Patrick Acker (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Bihner Engineering/Mr. Yubo Chen Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KENrt 2424 STUTZ DR. ., SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND [~j J==J I--1 ENVIRONHENTAL CONSULTANTS REPORTED TO: CONCRETE CYLINDER TEST REPORT Daryl Flood Warehouse Airline Road at Enterprise Road Coppell, Texas Daryl Flood Warehouse-Movers, Inc. 2009 Country Club Drive Carrollton, Texas 75006 ATTN: Mr. Daryl Flood REPORT NO. 34 REG PROJECT NO. 6080 SAMPLE DATE: 12-30-99 TECHNICIAN: D. Willliams CONTRACTOR: McFadden & Miller, Inc. Location of Sample 1 Slab: 180'S, 20'E of NW Bldg. Corner 10/320 2 Slab: 170'S, 140'E of NW Bldg. Corner 110/320 3 Slab: 180'S, 320'E of NW Bldg. Corner 230/320 Design Information TXI 47 4000 J Test Results 1 1389 01-06-00 7 112780 3990 1389 01-27-00 28 158800 5620 1389 01-27-00 28 128570 5600 5610 1389 Hold 2 1390 01-06-00 7 120150 4250 1390 01-27-00 28 162810 5760 1390 01-27-00 28 169860 6010 5890 1390 Hold 3 1391 01-06-00 7 116010 4100 1391 01-27-00 28 153460 5430 1391 01-27-00 28 152600 5400 5420 1391 Hold Cylinder Data 1 1389 4.50 7:05 AM 48 62 N/A 1482779 2 1390 4.75 8:20 AM 49 64 N/A 1482903 3 1391 4.75 9:55 AM 58 67 N/A 1483102 Distribution: (1) Daryl Flood Warehouse-Movers, Inc./ Mr. Daryl Flood (1) McFadden & Miller, Inc./ Mr. Jon Jacobson (1) Meinhardt & Quintana/ Mr. David Meinhardt (1) Halff Associates/Mr. Patrick Acker (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Bihner Engineering/Mr. Yubo Chen Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KENrt 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND ~ F==[ ['-1 U F=s ENVIRONMENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF FIELD DENSITY TESTS Daryl Flood Warehouse Airline Road at Enterprise Road Coppell, Texas Daryl Flood Warehouse-Movers, Inc. 2009 Country Club Drive Carrollton, Texas 75006 ATTN: Mr. Daryl Flood REPORT NO. 14 REPORT DATE: 12-30-99 REG PROJECT NO. 6080 TECHNICIAN: R. Bullion PAGE: 1 of 2 McFadden & Miller, Inc. 1 D-698 Brown clay 26.5 89.5 2 D-698 Tan sand 15.5 103.0 3 D-698 Brown clay (lime-treated) 24.0 93.0 23 12-02-99 Bldg Pad: 10'S, 20'E(1) 0.0 89.8 27.7 3 96.6 24 Bldg Pad: 50'S, 25'E(1) 0.0 90.6 27.6 3 97.4 25 Bldg Pad: 100'S, 25'E(1) 0.0 89.7 28.8 3 96.5 26 Bldg Pad: 125'S, 20'E(1) 0.0 89.2 28.4 3 95.9 27 Bldg Pad: 15'S, 110'E(1) 0.0 89.8 29.0 3 96.6 28 Bldg Pad: 55'S, 110'E(1) 0.0 91.2 27.3 3 98.0 29 Bldg Pad: 105'S, 115'E(1) 0.0 91.1 27.3 3 97.9 30 Bldg Pad: 130'S, 115'E(1) 0.0 92.0 28.2 3 98.9 31 Bldg Pad: 10'S, 200'E(1) 0.0 91.0 28.3 3 97.8 32 Bldg Pad: 40'S, 200'E(1 ) 0.0 90.2 27.5 3 97.0 33 Bldg Pad: 90'S, 300'E(1 ) 0.0 91.5 27.0 3 98.4 34 Bldg Pad: 120'S, 350'E(1) 0.0 89.3 28.3 3 96.0 35 BId9 Pad: 30'S, 400'E(1) 0.0 90.6 28.0 3 97.4 36 Bldg Pad: 100'S, 400'E(1) 0.0 91.7 27.0 3 98..6 37 Storm line STA 2+5 3.0 87.0 28.4 1 97.2 38 Storm line STA 2+50 2.0 85.9 29.7 1 96.0 39 Storm line STA 2+50 1.0 88.0 27.5 1 98.3 40 Storm line STA 2+50 0.0 87.7 28.0 1 98.0 41 Storm line STA 4+00 3.0 85.9 29.6 1 96.0 42 Storm line STA 4+00 2.0 86.2 29.0 1 96.3 43 Storm line STA 4+00 1.0 87.2 27.2 1 97.4 44 Storm line STA 4+00 0.0 87.7 27.9 1 98.0 45 12-06-99 Storm line STA7+00 4.0 100.0 18.2 2 97.1 46 Storm line STA 7+00 3.0 100.9 17.7 2 98.0 47 Storm line STA 7+00 2.0 85.9 28.4 1 96.0 48 Storm line STA 7+00 1.0 86.4 27.7 1 96.5 49 Storm line STA 7+00 0.0 88.3 26.8 1 98.7 2424 STUTZ DE. * SUITE 400 * DALLAS, TX 75235 * TEL [214] 350 5600 * FAX [214] 350 0019 REPORT NO. 14 REPORT DATE: 12-30-99 REG PROJECT NO. 6080 PAGE: 2 of 2 50 12-06-99 Storm line STA 8+50 4.0 99.2 19.0 2 96.3 51 Storm line STA 8+50 3.0 99.3 18.0 2 96.4 52 Storm line ST^ 8+50 2.0 87.4 27.3 1 97.7 53 Storm line STA 8+50 1.0 86.1 28.4 1 96.2 54 Storm line STA 8+50 0.0 85.7 29.3 1 95.8 55 12-07-99 Storm line 75'S, 40'E(2) 2.0 99.3 17.8 2 96.4 56 Storm line 75'S, 40'E(2) 1.0 98.8 18.3 2 95.9 57 Storm line 75'S, 40'E(2) 0.0 86.8 28.2 1 97.0 58 Storm line 30'S, 60'E(3) 2.0 99.1 19.2 2 96.2 59 Storm line 30'S, 60'E(3) 1.0 100.0 18.6 2 97.1 60 Storm line 30'S, 60'E(3) 0.0 87.4 28.0 1 97.7 61 12-08-99 Bldg Pad: 30'S, 50'W(3) 0.0 90.6 27.8 3 97.5 62 Bldg Pad: 60'S, 125'W(3) 0.0 91.1 26.0 3 98.0 63 Bldg Pad: 90'S, 200'W(3) 0.0 90.2 27.3 3 97.0 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. corner of building pad. (2) Measurements referenced from S.E. corner of building pad. (3) Measurements referenced from N.E. corner of building pad. Distribution: (1) Daryl Flood Warehouse-Movers, Inc./ Mr. Daryl Flood (1) McFadden & Miller, Inc./ Mr. Jon Jacobsen (1) Meinhardt & Quintana/ Mr. David Meinhardt (1) Halff Associates/Mr. Patrick Acker (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Bihner Engineering/Mr. Yubo Chen Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. BW/je