Northlake 635(7)-LR 971223 ENG12qEERING, 12qC.
8901 Carpenter Frwy., Suite #100
Dallas. Texas 75247
Date of Service: 12/17/1997 Report No.: 9727315 Report Date
12/23/1997
Client No.: 71765000 Project No.: 43-2479-97
Client: Prentiss Properties Limited, InC.Attn: David Glass Project: Calling Centercoppell, Texas COPY
3890 W. N.W. Hwy, 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 per Moisture Density
1 Gray limestone 16.0 111.5 Opt. or above 95%
FIELD DENSITY TESTS
TEST M/D MOISTL'RE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
Select
321 NE comer, 90' west & 60' south, 1st lift 1 16.6 109.9 99
322 NE comer, 90' west & 120' south, 1st lift 1 17.1 109.2 98
323 NE comer, 90' west & 190' south, 1 st lift 1 16.9 110.3 99
324 NE comer, 90' west & 230' south, 1st lift 1 16.7 110.5 99
325 NE comer, 90' west & 260' south, 1st lift 1 17.0 110.1 99
326 NE comer, 195' west & 250' south, 1st lift 1 17.2 110.2 99
327 NE comer, 195' west & 190' south, 1st lift 1 16.8 110.5 99
328 NE comer, 195' west & 110' south, 1 st lift I 16.4 110.8 99
329 NE comer, 195' west & 80' south, 1st lift 1 16.2 110.5 99
330 NE comer, 195' west & 40' south, Ist lift 1 16.3 110.9 100
331 NE corner, 290' west & 30' south, 1st lift 1 16.7 110.3 99
332 NE comer, 290' west & 90' south, 1st lift 1 16.9 109.2 98
This report is exclusively tbr the use of the client indtcated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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Report No.: 9727315 -
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pc0 (% max)
333 NE comer, 290' west & 130' south, 1st lift 1 17.1 109.9 99
334 NE comer, 290' west & 200' south, 1st lift 1 17.1 109.9 99
335 NE comer, 290' west & 250' south, 1 st lift 1 16.1 110.3 99
336 NE comer, 390' west & 260' south, 1st lift 1 16.2 110.5 99
337 NE comer, 390' west & 195' south, 1st lift 1 16.4 110.6 99
338 NE comer, 390' west & 135' south, 1st lift 1 16.1 110.4 99
339 NE comer, 390' west & 95' south, 1st lift 1 16.3 109.4 98
340 NE comer, 390' west & 40' south, 1st lift 1 16.4 110.6 99
Test results on this report meet project specification.
Technician: Tex King ~ Engineering, Inc.
Report Distribution:
(1) Prcntis$ Properties Limited. Inc. (1) Halff Assoc:ate$, Inc.
~ 1 ) Butler Construction (1) City of Coppeli Paul D. Smith, P.E.
(1) Alliance Architects, Inc. (1) HCBeck Contractors Senior Project Engineer
(1) Brockettc Davis Drake, Inc. (1) City of Coppcl]
This report is exclusively for the use of the client indicated abo~e and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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