Northlake 635(7)-LR 971208IN-PLACE DENSITY _,STING
ENGLNEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/25/1997 Report No.: 9725529 Report Date
12,:08/1997
Client No.: 71765000 Project No.: 43-2479-97
Cl|ent: Prentiss Properties Limited, Inc. Project: Calling Center GO~Y
Attn: David Glass Coppell, Texas
I ~
3890 W. N.X¥. Hx~¢', Suite 400
Dallas TX 75220
Services: In-place density testing.
PROJECT DATA
CONTRACTOR: Butler Construction Laboratorylest Method: ASTM D-698
Field Test Method: ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
M/D No. Description Moisture % Density per Moisture Density
1 Yellowish tn sh cl w/sm gravel 20.0 108.0 Min. +4% 92%
2 Medium brown clay 22.5 102.5 Min. +4% 92%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
113 NW comer of pad, 50' S & 70' E, 6th lift 1 25.6 100.4 93
114 NW comer of pad, 50' S & 75' E, 7th lift 1 25.4 100.3 93
115 NW comer of pad, 50' S & 140' E, 6th lift 1 24.9 100.1 93
116 NW comer of pad, 50' S & 145' E, 7th lift 1 25.1 100.1 93
117 NW comer of pad, 50' S & 200' E, 6th lift 1 25.3 99.9 93
118 NW comer ofpad. 50' S & 195' E, 7th lift 1 25.1 100.1 93
119 NW comer of pad, 125' S & 200' E, 6th lift 1 26.1 99.5 92
120 NW comer of pad, 125' S & 190' E, 7th lift 1 25.7 99.6 92
121 NW comer of pad, 125' S & 150' E, 6th lift 1 25.6 100.2 93
122 NW comer of pad, 125' S & 145' E, 7th lift 1 25.3 100.0 93
123 NW comer of pad, 125' S & 80' E, 6th lift 1 24.9 100.4 93
124 N~V comer of pad, 125' S & 75' E. 7th lift 1 24.7 100.1 93
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.
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ReportNo.: 9725529 ~'~~ I~ ~
TEST M/D MOISTURE DRY DE.NSITY DENSITY
NO TEST LOCATION No. (%) (per) (% max)
125 NW comer of pad, 190' S & 50' E, 6th lift 1 25.6 100.5 93
126 NW comer of pad, 190' S & 60' E, 7th lift I 25.2 100.1 93
127 NW comer of pad, 190' S & 130' E, 6th lift 1 24.7 100.5 93
128 NW corner of pad, 190' S & 140' E, 7th lift 1 24.6 100.8 93
129 NE comer of pad, 230' S & 40' W, Subgrade 1 24.9 100.4 93
130 NE comer of pad, 230' S & 140' W, Subgrade 1 25.1 100.0 93
131 NE comer of pad, 280' S & 180' W, Subgrade 1 25.0 100.1 93
132 NE comer of pad, 280' S & 50' W, Subgrade 1 25.2 99.8 92
133 NE comer of pad, 240' S & 50t W, 1st lift 2 27.1 94.4 92
134 NE comer of pad, 240' S & 180' W, 1st lift 2 27.0 94.9 93
135 NE comer of pad, 275' S & 175' W, 1st lift 2 26.7 94.6 92
136 NE comer of pad, 275' S & 70' W, 1st lilt 2 27.0 94.8 93
Test results on this report meet project specification.
Technician: Tex King ~ Engineering, Inc.
Report Distribution:
( 1 ) Premiss Properties Limited, Inc. ~. 1 ) Halt't' Assocmtcs, Inc.
( I ) Butler Construction (1) City of Coppel[ Paul D. Smith, P.E.
(1) Alliance Architects, Inc. (1) t lCBeck Contractors Senior Project Engineer
(1) Brockettc Davis Drake, Inc. ( 1 ) City of Coppcll
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.
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