Park West CC(7)-LR 980911IN-PLACE DENSITY /' :STING
8901 Carpenter Frwy. Suite #100
Dallas, Texas 7S247
Date of Service:
Client No.:
Client:
09/04/1998
71765000
Prentiss Properties Limited, Inc.
Attn: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9823502
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
09/11/1998
Services: In-place density testing.
CONTRACTOR: Butler Construction
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
M/D No.
Description
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
Reddish Brown Clayey Sand
w/Clay Balls & Gravel
11.5 123.5
FIELD DENSITY TESTS
-2~2% 95%
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcf) (% max)
Southwest Wing
223 SW Comer 402q & 50'E, Select, 1st Lift
224 SW Comer 40~ & 90'E, Select, 1st Lift
225 SW Comer 40'N & 130'E, Select, 1st Lift
226 SW Comer 402q & 170'E, Select, 1st Lift
227 SW Comer 402q & 200'E, Select, 1st Lift
228 SW Comer 902q & 190'E, Select, 1st Lift
229 SW Comer 90'N & 130'E, Select, 1st Lift
230 SW Comer 90~ & 90'E, Select, 1st Lift
231 SW Comer 90'N & 60'E, Select, 1 st Lift
232 SW Comer 90'N & 10'E, Select, 1st Lift
Technician: Tex King
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
( I ) Halff Associates
(I) Mullen & Powell Tcchnistmctures, l
1 12.1 118.8 96
1 11.9 119.2 97
I 12.0 118.8 96
1 12.4 119.3 97
1 12.1 118.7 96
1 12.2 119.1 96
1 12.0 119.1 96
1 12.4 118.9 96
1 12.3 119.4 97
1 12.1 119.2 97
Test results on this report meet project specification.
(1) Butler Construction
(I) City of Coppell
(1) City of Coppell
E~, Inc.
Vice President
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.
07TMP Page 1 of 1
,IN-PLACE DENSITY STING
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75?.47
Date of Service:
Client No.:
Client:
09/03/1998
71765000
Prentiss Properties Limited, Inc.
Atto: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9823369
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
09/11/1998
Services: In-place density testing.
CONTRACTOR: Butler Construction
PROJECT DATA
Laboratory Test Method: AST1V[ D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
M/D No.
Description
Maximum
Moisture % Density pef
Project Requirements
Moisture Density
Reddish Brown Clayey Sand
w/Clay Balls & Gravel
11.5 123.5
FIELD DENSITY TESTS
-2/+2% 95%
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (PC0 (% max)
East Wing, South Half
211 SE Comer 20'W & 202q, Select, 1 st Lift
212 SE Comer 20'W & 402q, Select, 1st Lift
213 SE Comer 20'W & 802q, Select, 1st Lift
214 SE Comer 20'W & 1202q, Select, 1st Lift
215 SE Comer 20'W & 1802q, Select, 1st Lift
216 SE Comer 20'W & 220'N, Select, 1st Lift
217 SE Comer 100'W & 240'N, Select, 1st Lift
218 SE Comer 100'W & 190'N, Select, 1st Lift
219 SE Comer 100'W & 140'N, Select, 1st Lift
220 SE Comer 100'W & 902q, Select, 1 st Lift
221 SE Comer 100'W & 60'N, Select, 1st Lift
1 11.9 120.0 97
1 12.1 119.7 97
1 12.3 119.9 97
1 12.0 119.4 97
1 11.7 119.5 97
1 12.4 119.2 97
1 12.2 119.7 97
1 12.1 119.8 97
1 12.3 119.5 97
1 12.5 119.7 97
1 12.6 120.0 97
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.
07TMP Page 1 of 2
· Report No.:
9823369
TEST
NO
222
M/D MOISTURE
TEST LOCATION No. (%)
SE Comer 100'W & 20'N, Select, 1st Lift 1 12.3
Test results on this report meet project specification.
DRY DENSITY
~e0
119.9
DENSITY
(% max)
97
Technician: Tex King
Report Distribution:
(1) P~ntiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
( 1 ) Halff Associates
(1) Mullen & Powell Technistmctures, I
(i) Butler Construction
(!) City of Coppell
(1) City of Coppell
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 2 of 2