Northlake 635(7)-LR 980127IN-PLACE DENSITY 2 STING
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/02/1998 Report No.: 9801102 Report Date
01/09/1998
Client No.: 71765000 Project No.: 43-2479-97
Client: Prentiss Properties Limited, Inc. Project: Calling Center
Attn: David Glass Coppell, Texas GOPY
3890 W. N.W. Hw.w, Suite 400
Dallas TX 75220
Services: In-place density testing.
PROJECT DATA
CONTRACTOR: Butler Construction
Laboratory Test .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 pcf .Moisture Density
I Gray limestone 16.0 111.5 Opt. or above 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pet) (% max)
351 NE comer 40' south & 60' west, Final lift 1 16.2 108.0 97
352 NE comer 40' south & 125' west, Final lift 1 16.4 107.8 97
353 NE comer 40' south & 200' west, Final lift I 16.1 108.0 97
354 NE comer 40' south & 280' west, Final lift 1 16.6 106.4 95
355 NE comer 40' south & 370' west, Final lift 1 16.0 108.8 98
356 NE comer 95' south & 400' west, Final lift 1 16.2 108.0 97
357 NE comer 95' south & 300' west, Final lift 1 16.6 107.6 97
358 NE comer, 95' south & 200' west, Final lift 1 16.3 107.8 97
359 NE comer, 95' south & 100' west, Final lift 1 16.4 107.5 96
360 NE comer, 95' south & 20' west, Final lift 1 16.1 108.2 97
361 NE comer, 120' south & 50' west, Final lift 1 16.4 109.2 98
362 NE comer, 120' south & 120' west, Final lift 1 16.9 108.8 98
363 NE comer, 120' south & 200' west, Final lift 1 17.0 108.9 98
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 ItBC Engineering, Inc.
Page I of 2