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Park West CC(7)-LR 980828IN-PLACE DENSITY ' STING Date of Service: Client No.: Client: 08/20/1998 71765000 Prentiss Properties Limited, lac. Attn: David Glass 3860 W. Northwest Hwy. Dallas TX 75220 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report No.: 9822024 Project No.: 43-2170-98 Project: Lakeview Center Coppell, Texas Report Date 08/28/1998 Services: In-place density testing. CONTRACTOR: Butler Construction PROJECT DATA Laboratory Test Method: ASTM D-698 Field Test Method: MOISTURE DENSITY RELATIONS: M/D No. l 2 Maximum Description Moisture % Density pcf Lt Brown to Tan Sandy Shaley 20.5 99.5 Clay w/Gravel/Limestone Pieces 0.0 0.0 FIELD DENSITY' TESTS ASTM D-2922 ASTM D-3017 Project Requirements Moisture Density +4% or Above 92% TEST NO M/D MOISTURE TEST LOCATION No. (%) 139 Northeast Corner, 60' W 140 Northeast Corner, 60' W 141 Northeast Corner, 60' W 142 Northeast Corner, 60' W 143 Northeast Corner, 60' W 144 Northeast Corner, 60' W 145 Northeast Corner, 60' W 146 Northeast Corner, 60' W 147 Northeast Corner, 60' W 148 Northeast Corner, 60' W DRY DENSITY DENSITY (PCO (% max) & 30' S, 5th Lift 1 25.1 92.4 93 & 40' S, 6th Lift 1 24.8 92.5 93 & 70' S, 5th Lift 1 25.3 92.2 93 & 80' S, 6th Lift ! 25.0 92.3 93 & 130' S, 5th Lift 1 25.4 92.1 93 & 140' S, 6th Lift 1 25.2 92.4 93 & 170' S, 5th Lift I 25.1 92.3 93 & 180' S, 6th Lift 1 24.9 92.2 93 & 210' S, 5th Lift 1 25.3 91.9 92 & 220' S, 6th Lift 1 25.1 92.1 93 Test results on this report meet project specification. Technician: Tex King Report Distribution: (1) Prentiss Properties Limited, Inc. (I) Alliance Architects, Inc. (I) Halff Associates (I) Mullen & Powell Technistructures, I ( 1 ) Butler Construction (l) City of Coppell (1) City of Coppell I-~~uE~lnc' Vice President This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 07TMP Page I of I IN-PLACE DENSITY . " STING Date of Service: Client No.: Client: Services: 08/22/1998 71765000 Prentiss Properties Limited, Inc. Attn: David Glass 3860 W. Northwest Hwy. Dallas TX 75220 In-place density testing. 8901 Carpenter Frwy., Suite 0lIN} Dallas, Texas 75247 Report No.: 9822185 Project No.: 43-2170-98 Project: Lakeview Center Coppell, Texas Report Date 08/28/1998 CONTRACTOR: Butler Construction PROJECT DATA Laboratory Test Method: ASTM D-698 Field Test Method: MOISTURE DENSITY RELATIONS: M/D No. 1 Description Moisture °A Maximum Density pcf Lt Brn/Tan Sandy Shaley Clay w/Gravel & Limestone Pieces 20.5 99.5 FIELD DENSITY TESTS ASTM D-2922 ASTM D-3017 Project Requirements Moisture Density +4% or Above 92% TEST NO TEST LOCATION M/D MOISTURE DRY DENSITY DENSITY No. (%) (pcf) (% max) 164 165 166 167 168 169 170 171 172 173 Northwest Wing SW Corner. 60'N SW Corner. 60'N SW Corner. 60'N SW Corner. 60'N SW Corner. 60'N SW Corner. 60'N SW Corner, 60'N SW Corner, 60'N SW Corner, 60'N SW Corner, 60'N Technician: Tex King Report Distribution: (1) Prentiss Properties Limited, Inc. (I) Alliance Architects, Inc. ( I ) italff Associates (I) Mullen & Powell Technistructures, I & 40'E, 3rd Lift & 50'E, 4th Lift & 90'E, 3rd Lift & 100'E, 4th Lift & 160'E, 3rd Lift & 170'E, 4th Lift & 195'E, 3rd Lift & 200'E, 4th Lift & 220'E, 3rd Lift & 225'E, 4th Lift Test 1 25.1 92.5 93 1 25.0 92.7 93 t 25.1 92.7 93 1 24.7 92.8 93 1 24.9 93.1 94 1 24.7 93.2 94 1 25.2 92.8 93 1 25.0 93.0 94 I 25.1 93.0 94 1 24.9 93.1 94 results on this report meet project specification. ( I ) Butler Construction (I) City of Coppell ( I ) City of Coppell ~ Engi~ Eugene Harbour Vice President This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 07TMP Page I of I · iN'-PLACE DENSITY '2STING Date of Service: 08/19/1998 Client No.: 71765000 Client: Prentiss Properties Limited, Inc. Attn: David Glass 3860 W. Northwest Hwy. Dallas TX 75220 Services: In-place density testing. 8901 Carpenter Frwy. Suite #100 Dallas, Texas 75247 Report No,: 9821914 Project No.: 43-2170-98 Project: Lakeview Center Coppell, Texas Report Date 08/28/1998 CONTRACTOR: Butler Construction PROJECT DATA Laboratory Test Method: ASTM D-698 MOISTURE DENSITY RELATIONS: M/D No. Description 1 Lt. Brown to Tan Sandy Clay w/Gravel and Limestone Pieces Field Test Method: ASTM D-2922 ASTM D-3017 Maximum Project Requirements Moisture % Density pcf Moisture Density 20.5 99.5 +4% or Above 92% FIELD DENSITY TESTS TEST NO TEST LOCATION 121 Northeast Comer, 45'W & 122 Northeast Comer, 45'W & 123 Northeast Comer, 45'W & 124 Northeast Comer, 45'W & 125 Northeast Comer, 45'W & 126 Northeast Comer, 45'W & 127 Northeast Comer, 90'W & 128 Northeast Comer, 90'W & 129 Northeast Comer, 90'W & 130 Northeast Comer, 90'W & 131 Northeast Comer, 90'W & 132 Northeast Comer, 90'W & M/D MOISTURE DRY DENSITY DENSITY No. (%) (pct) (% max) 40'S, 3rd Lift 1 25.5 92.6 93 50'S, 2nd Lift 1 25.9 92.8 93 80'S, 3rd Lift 1 25.6 92.6 93 90'S, 2nd Lift 1 26.1 93.0 94 120'S, 3rd Lift 1 25.9 93.1 94 130'S, 2nd Lift ! 26.2 92.5 93 160'S, 3rd Lift 1 25.7 92.3 93 170'S, 2nd Lift 1 25.9 92.4 93 210'S, 3rd Lift 1 26.3 91.8 92 220'S, 2nd Lift 1 26.1 93.2 94 240'S, 3rd Lift 1 26.5 92.6 93 250'S, 2nd Lift 1 26.3 93.1 94 This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval Of HBC Engineering, Inc. 07TMP Page 1 of 2 · Report No.: 9821914 TEST NO TEST LOCATION M/D MOISTURE DRY DENSITY DENSITY No. (%) (pet) (% max) 133 Northeast Comer, 75'W & 20'S, 4th Lift 134 Northeast Comer, 75'W & 60'S, 4th Lift 135 Northeast Comer, 75'W & 100'S, 4th Lift 136 Northeast Comer, 75'W & 140'S, 4th Lift 137 Northeast Comer, 75'W & 180'S, 4th Lift 138 Northeast Comer, 75'W & 220'S, 4th Lift 1 26.9 91.8 92 1 26.8 91.8 92 1 27.0 91.9 92 1 26.9 91.6 92 1 26.7 92.0 93 1 26.8 92.1 93 Test results on this report meet project specification. Technician: Tex King Report Distribution: (1) Prenti~s Properties Limited, Inc. (1) Alliance Architects, Inc. (1) Halff Associates (1) Mullen & Powell Technistructures, I (1) Butler Construction (1) City of Coppell (1) City of Coppell I-~~, Inc. Eugene Harbour Vice President This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 0TYMP Page 2 of 2