Northlake 635(7)-LR 980508IN-PLACE DENSITY 5, LSTING -
ENGINFY_RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75~-47
Date of Service: 04/29/1998 Report No.: 9811031 Report Date
05/08/1998
Client No.: 71765000 Project No.: 43-2479-97
Client: Prentiss Properties Limited, Inc. Project: Calling Center .3~PY
Attn: David Glass Coppell, Texas '""
3890 W. N.W. H;~5', Suite 400
Dallas TX 75220
Services: In-place density testing.
PROJECT DATA
CONTRACTOR: Butler Construction l.aboratory 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
1 Yw tan shal cl w/small gravel 20.0 108.0 -1/+3% 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSIIY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
NW Corner-interior GB backfill
404 Lift 1, 90'S 1 21.0 106.5 99
405 Final lift, 100'S 1 20.7 105.7 98
406 Lift 1,200'S 1 21.2 105.4 98
407 Final lift, 250'S 1 20.9 105.7 98
408 Lift 1,390'S 1 21.2 106.1 98
409 Final lift, 400'$ 1 20.7 106.6 99
S~,V Corner-interior GB backfill
410 Lift 1, 40'E 1 20.9 106.5 99
411 Final lift, 80'E 1 20.6 106.8 99
412 Lift I, 170'E 1 21.2 106.3 98
413 Final lift, 190'E 1 21.4 106.8 99
414 Lift 1,280'E 1 21.0 105.7 98
This report is exclusively for the use of the client indicated above and shall not bc reproduced except in lull without the ~Titten approval ofllBC Engineering, Inc.
07MP Page 1 of 2
Report No.: 9811031 ~ ~.~1~ '-
TEST M/D MOISTURE DRY DENSITY DENSITY
NO '[EST LOCATION .No. (%) (pcf) (% max)
415 Final lift, 350'E 1 21.3 106.5 99
SE Corner-interior GB backfill
416 Lift 1, 70'N 1 20.9 106.6 99
417 Final lift, 110'N 1 20.3 105.9 98
418 Lift 1,230'N 1 20.7 105.4 98
419 Final lift, 260'N 1 21.0 105.7 98
420 Lift 1,370'N 1 20.9 105.3 98
421 Final lift, 400'N 1 21.0 105.4 98
NE Corner-interior GB backfill
422 Lift 1, 70'W 1 21.4 105.9 98
423 Final lift, 100'W 1 21.6 106.5 99
424 Lift 1, 170'W 1 21.0 106.6 99
425 Final lift, 200'W 1 20.9 105.9 98
426 Lift 1,270'W 1 20.6 106.5 99
427 Final lift, 300'W 1 20.8 106.8 99
Test results on this report meet project specification.
Technician: TexKing ~ Engineering, Inc.
Report Distribution:
(I) Premiss Properties Limited, Inc. (1) ltalff Associa:cs, Inc.
(1) Butler Construction (I) Cit? of Coppc3 Paul D. Smith, P.E.
(1) Alliance Architects, Inc. (1) I ICBeck Contractors Senior Project Engineer
(1) Brockeue Davis Drake, Inc. (1) City of Copp¢'.l
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval oflIBC Engineering, Inc.
07MP Page 2 of 2