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Northlake 635(3)-LR 980619.IN-PLACE DENSITY ' STING Date of Service: Client No.: Client: Services: 06/08/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 In-place density testing. CONTRACTOR: Butler Construction Report No.: 9814751 Project No.: 43-245~ Project: Coppell Belt Li~ Coppell PROJECT DATA Laboratory Test Method: Field Test Method: ASTI~ ASTI~ ASTI~ MOISTURE DENSITY RELATIONS: Maximum M/D No. Description Moisture % Density pcf 1 Lt gray reddish & med brn 23.5 98.5 2 shaley clay 0.0 0.0 FIELD DENSITY TESTS TEST M/D MOISTURE NO TEST LOCATION No. (%) Bldg. A SE Corner 622 60' north, 1 st Lift 1 27.1 623 200' north, 1 st Lift 1 27.1 624 350' north, Ist Lift 1 27.3 625 475' north, 1st Lift 1 26.9 Bldg. A, NE Corner 626 60' west, 2nd Lift 1 26.7 627 65' west, 1st Lift 1 27.1 628 150' west, 2nd Lift 1 26.7 629 155' west, 1st Lift 1 26.8 Bldg. A, NW Corner 630 30' south, 2nd Lift 1 26.9 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 06/19/1998 Business Center II e Rd. & Lakeshore Dr. Texas D-698 D-2922 D-3017 Project Requirements 07TMP Page 1 of 2 Moisture +3% DRY DENSITY (pc0 Density 92% DENSITY (% max) 92.5 94 92.7 94 93.1 95 92.2 94 92.2 94 92.6 94 92.2 94 92.5 94 92.1 94 itten approval of HBC Engineering, Inc. . Report No.: TEST NO 9814753 TEST LOCATION 631 40' south, 1 st Lift 632 160' south, 2nd Lift 633 165' south, 1st Lift 634 300' south, 2nd Lift 635 460' south, 1st Lift 636 465' south, 1st Lift Bldg. A, SW Corner 637 20' east, 2nd Lift 638 25' east, 1st Lift 639 130' east, 2nd Lift 640 135' east, 1st Lift Bldg. B, SW Corner 641 50' west, 1st Lift 642 170' west, 1 st Lift Bldg. B, SE Corner 643 60' north, 1 st Lift 644 150' north, 1 st Lift · 645 300' north, 1st Lift 646 410' north, 1st Lift Bldg. B, NE Corner 647 20' west, 1st Lift 648 140' west, 1st Lift Bldg. B, NW Corner 649 30' south, 1st Lift 650 140' south, 1st Lift 651 280' south, 1 st Lift 652 370' south, 1st Lift 653 420' south, 1st Lift M/D MOISTURE No. (%) Interior grade beam 1 26.8 1 26.9 1 27.1 1 26.9 1 26.7 1 26.9 1 27.2 1 27.3 I 27.0 1 26.9 1 26.6 1 26.8 1 26.7 1 26.9 1 26.8 1 26.5 1 26.6 I 26.5 Technician: Tex King Report Distributlon: (1) Lincoln Property Company (I) Butler Construction (1) O'Brien & Associates (1) AECC, Inc. 1 26.9 1 26.7 1 26.7 1 26.9 1 26.5 Test results on this report meet project specification. backfill. (1) City of Coppell/Bldg. Insp. (1) City of Coppell/Constr. lnsp. (i) Mullen & Powell T¢chnistmctures This report is exclusively for the usc oftbe client indicated above and shall not be reproduced except in full without the w~ 07TMP Page 2 of 2 DRY DENSITY (pc0 DENSITY (% max) 92.2 94 92.3 94 92.5 94 92.6 94 92.2 94 92.3 94 92.6 94 92.2 94 92.1 94 92.2 94 92.7 94 92.9 94 92.8 94 92.8 94 93.2 95 92.7 94 92.9 94 93.5 95 93.1 95 93.1 95 93.2 95 93.1 95 92.9 94 E~ring, Inc. aul D. Smith, P.E. :nior Project Engineer itten approval of HBC Engineering, Inc. tN-PLACE DENSITY .¢"gSTING Date of Service: Client No.: Client: Services: 06/09/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 In-place density testing. CONTRACTOR: Butler Construction MOISTURE DENSITY RELATIONS: M/D No. Description 1 Reddish tan clayey sand w/cb's TEST NO TEST LOCATION Report No.: 981487! Project No.: 43-245~ Project: Coppell Belt Lin Coppell PROJECT DATA Laboratory Test Method: Field TestMethod: 8901 Carpenter Frwy., Suite #100 Dallas, Texa~ 75247 ASTb ASTN ASTN Maximum Moisture % Density pcf 13.5 115.5 FIELD DENSITY TESTS Bldg. A, Select, NE Corner 654 75' south, 2nd Lift 655 80' south, 1st Lift 656 200' south, 2nd Lift 657 210' south, Ist Lift 658 350' south, 2nd Lift 659 360' south, 1st Lift 660 460' south, 2nd Lift 661 470' south, 1 st Lift Bldg. A, Select SE Corner 662 20' west, 2nd Lift 663 30' west, 1st Lift 664 150' west, 2nd Lift Report Date 06/19/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas D-698 D-2922 D-3017 Project Requirements Moisture Density +2% 95% MOISTURE (%) 13.9 14.2 13.7 13.9 14.1 14.4 14.0 14.3 13.9 14.0 13.7 This repo~ is exclusively for the usc of the cliem indicated above and shall not be reproduced except in full without the wi 07TMP Page I of 2 DRY DENSITY DENSITY (pc0 (% max) 112.7 98 113.1 98 113.1 98 113.3 98 113.4 98 113.3 98 112.7 98 112.5 97 112.4 97 113.1 98 113.2 98 itten approval of HBC Engineering, Inc. Report No.: 9814873 TEST NO TEST LOCATION 665 155' west, 1st Lift Bldg. A, Select, SW Corner 666 60' north, 2nd Lift 667 70' north, 1st Lift 668 180' north, 2nd Lift 669 190' north, 1 st Lift 670 290' north, 2nd Lift 671 300' north, 1st Lift 672 440' north, 2nd Lift 673 450' north, 1st Lift Bldg. A, Select, NW Corner 674 1 O' east, 2nd Lift 675 20' east, 1 st Lift 676 150' east, 2nd Lift 677 160' east, 1st Lift M/D MOISTURE No. (%) 1 13.9 1 13.9 1 13.7 1 13.9 1 14.1 I 13.7 1 13.9 1 14.1 1 14.2 13.6 13.8 13.9 14.2 Test results on this report meet project specification. DRY DENSITY DENSITY (pcf) (% max) 113.4 98 113.3 98 113.1 98 112.7 98 112.5 97 113.2 98 113.1 98 114.2 99 113.9 99 113.1 98 112.8 98 113.9 99 113.3 98 Interior grade beam backfill. Technician: Tex King I~ En~ng, Inc. Report Distribution: ] I // (1) Lincoln Property Company (I) City of CoppelUBIdg. lnsp. · ....... (1) Butler Construction (1) City of Coppell/Constr. insp. ~au. ~ m.~n, ~._~_ ._ (1) O'Brien & Associates (1) Mullen & Pow¢ll T¢chnistmctures S~nior Project Engineer (I) AECC, Inc.. ........ This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the w~itten approval of HBC Engineering. Inc. 1 ..I ?-PLACE DENSITYC"ESTING Date of Service: Client No.: Client: Services: 06/13/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 In-place density testing. CONTRACTOR: Butler Construction MOISTURE DENSITY RELATIONS: M/D No. Description Reddish tan clayey sand w/cb's TEST NO TEST LOCATION Report No.: 981527 Project No.: 43-245~ Project: Coppel] Belt Lii Coppeli PROJECT DATA Laboratory Test Method: Field Test Method: Maximum ASTI~ ASTI~ ASTI~ Moisture % Density pcf 13.5 115.5 FIELD DENSITY TESTS M/D MOISTURE No. (%) 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 06/19/1998 Business Center II ~e Rd. & Lakeshore Dr. Texas D-698 D-2922 D-3017 Project Requirements NW Corner 678 60' east, select, ist Lift 1 13.7 679 160' east, select, 1st Lift 1 13.5 NE Corner 680 70' east, select, Ist Lift 1 13.9 681 170' east, select, 1st Lift I 14.0 682 270' east, select, ist Lift I 13.6 683 370' east, select, ist Lift I 13.1 SE Corner 684 10' west, 1st Lift I 13.7 685 80' west, 1 st Lift 1 13.5 686 180' west, 1 st Lift I 13.6 SW Corner This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in tull without thc w Moisture Density · 2% 95% DRY DENSITY DENSITY (pcO (% max) 111.0 96 111.5 97 111.3 96 111.5 97 112.0 97 112.8 98 111.9 97 111.5 97 111.0 96 itten approval of HBC Engineering, Inc. 07TMP Page 1 of 2 Report No.: 9815271 TEST M/D MOISTURE NO TEST LOCATION No. (%) 687 60' north, I st Lift 1 13.7 688 160' ilorth, I st Lift ! 13.5 689 290' north, 1st Lift i 13.6 690 380' north, 1st Lift 1 13.7 Test results on this report meet project specification. Interior Grade Beam Backfill, Building B. DRY DENSITY DENSITY (pc0 (% max) 111.0 96 111.5 97 111.5 97 111.2 96 Technician: Tex King I-'~ E~ring, Inc. Report Distribution: t I / ((11)) LBiu;leC°J%Porn~tPr;;tYio,1°mpany ((11)) ~iitt; ~[~PpPp;llll//~lodngs;l.nlSnP;p. l~aul ~ Sn~it_h, P.E. (I) O'Brien & Associates (1) Mullen & Powcll Technistructures ~enior Project Engineer (1) AECC, Inc. [ / This report is exclusively lbr the usc of thc client indicated above and shall not bc reprOduced except in full without the w~ittcn approval of HBC Engineering, Inc. /