Northlake 635(7)-LR 980109 ENGINEERING. INC.
8901 Carpenter Frwy., Suile #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 ~*.':*"~:'~ ~/.-"'"~'~' ~.".'-~'"~
3890 W. N.W. Hwy. Suite 400 %~,.=,$~, t~. ~" ~
Dallas TX 75220
Services: In-place density testing.
PROJECT DATA
CONTI*,ACTOR: Butler Construction
I.aboratory Test Method: ASTN'I D-698
Field Test Method: ASTM D-2922
ASTM D-3017
MOISTtRE DENSH'Y REI.ATIONS:
3,1aximum Project Requirements
.Xl/D No. Description Moisture % I)ensity pcf Moisture Density
1 Gray limestone 16.0 111.5 Opt. or above 95%
FIELD DENSITY TESTS
TEST M:'l) MOISTURE DRY DENSITY DENSITY
NO 'FES'i' LOC:VI'ION No. (%) (pcf) (% max)
351 NE corner, 40' south & 60' west. Final lift 1 16.2 108.0 97
352 NE comer, 40' south & 125' west. Final lift I 16.4 107.8 97
353 NE corner, 40' south & 200' west. Final lift 1 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 corner, 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 hit 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 I 16.9 108.8 98
363 NE comer. 120' south & 200' west. Final liti I 17.0 108.9 98
'H'..is report ,s excit,~ix'el'.,' for 111.2 :.:se o:' the client indica'.ed a!;::~. c and shail iw}l be rep:'ad::ced except in t:.d: without the wrii:en approvai of [ lB(' Engineering. Inc.
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Report No.: 9801102 - -~OP':~~Y ~
TEST M/D MOISTI'RE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pc0 (% max)
364 NE comer, 120' south & 300' west, Final lift 1 17.1 108.8 98
365 NE comer, 120' south & 390' west, Final lift 1 17.2 108.7 98
366 NE comer, 200' south & 400' west, Final lift 1 16.9 109.2 98
367 NE comer, 200' south & 300' west, Final lift 1 17.0 108.9 98
368 NE comer, 200' south & 200' west, Final lift 1 16.9 109.3 98
369 NE comer, 200' south & 100' west, Final lift 1 16.7 108.8 98
370 NE comer, 200' south & 10' west, Final lift 1 17.1 109.2 98
Test results on this report meet project specification.
Technician: Tex King ~ Engineering, Inc.
Report Distribution:
(1) Prentiss Properties Limited, Inc. (1) l lalff Assocmtcs, Inc.
(1) Butler Construction (1) City of Coppell Paul D. Smith, P.E.
(1) Alliance Architects, Inc. (1) l lCBeck Contractors Senior Project Engineer
(1) Brockette Dav~s 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 tull without the v, Titten approval of HBC Engineering, Inc.
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