Park West CC(7)-LR 980827.IN-PLACE DENSITY _ "' STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
08/14/1998
7 ! 765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9821497
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
08/27/1998
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
Lt. Brn to Tan Sandy Clay
w/Gravel & Limestone Pieces
20.5 99.5
FIELD DENSITY TESTS
+4% or Above 92%
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
· No. (%) (pc0 (% max)
71
72
73
74
75
76
77
78
79
80
81
82
Southeast Corner 40'W &
Southeast Corner 40'W &
Southeast Corner 40'W &
Southeast Corner 40'W &
Southeast Corner 4ffW &
Southeast Corner 40'W &
Southeast Corner 40'W &
Southeast Corner 40'W & 240'N
Southeast Corner 40'W & 250'N
Southeast Corner 90'W & 240'N
Southeast Corner 90'W & 230'N
Southeast Corner 90'W & 220'N
70'N, Subgrade
75'N, 1st Lift
80'N, 2nd Lift
140'N, Subgrade
150'N, 1st Lift
160'N, 2nd Lift
230'N Subgrade
1 st Lift
2nd Lift
Subgrade
I st Lift
2nd Lift
1 26.1 92.2 93
1 25.7 92.1 93
I 25.6 92.5 93
1 25.9 92.6 93
1 25.6 92.8 93
1 25.3 92.9 93
1 26.0 92.1 93
1 25.7 92.6 93
1 25.5 92.4 93
1 25.6 92.0 93
I 25.5 92.4 93
I 25.3 92.5 93
This report is exclusively lbr 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.: 9821497 ~ H~
TEST
NO
83
84
85
86
87
88
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcO (% max)
Southeast Corner 90'W & 180'N, Subgrade
Southeast Corner 90'W & 170'N, 1 st Lift
Southeast Corner 90'W & 160'N, 2nd Lift
Southeast Corner 90'W & 60'N, Subgrade
Southeast Corner 90'W & 50'N, I st Lift
Southeast Comer 90'W & 40'N, 2nd Lift
1 25.9 92.2 93
1 25.7 92.4 93
1 25.6 92.7 93
I 25.9 92.4 93
1 25.7 92.6 93
l 25.6 92.8 93
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(l) Prentiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
(1) Halff Associates
(l} Mullen & Powell Technistructures. I
( 1 ) Butler Construction
(1) City of Coppell
(1) City of Coppell
I"'l~ Engineering, Inc.
Vice President
This report is exclusively tbr tile use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 2 of 2
FIN-PLACE DENSITY
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
08/15/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9821552
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
08/27/1998
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
Moisture %
Maximum
Density pcf
Project Requirements
Moistu re Density
Lt. Brown to Tan Sandy Clay
w/Gravel & Limestone Pieces
20.5 99.5
FIELD DENSITY TESTS
+4% or Above 92%
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
89 Southeast Comer of Pad, 60'W
90 Southeast Comer of Pad, 60'W
91 Southeast Comer of Pad, 60'W
92 Southeast Comer of Pad, 60'W
93 Southeast Comer of Pad, 60°W
94 Southeast Comer of Pad, 60'W
95 Southeast Comer of Pad, 60'W
96 Southeast Comer of Pad, 60'W
97 Southeast Comer of Pad, 60'W
98 Southeast Comer of Pad, 60'W
99 Southeast Comer of Pad, 60'W
100 Southeast Comer of Pad, 60'W
& 502q, 4th Lift
& 55~N, 3rd Lift
& 100'N 4th Lift
& 110'N 3rd Lift
& 150'N 4th Lift
& 155'N 3rd Lift
& 200'N 4th Lif
& 210'N 3rd Lift
& 230'N 4th Lift
& 240'N 3rd Lift
& 270'N 4th Lift
& 2602q 3rd Lift
1 25.9 92.9 93
1 25.7 93.1 94
1 25.6 92.5 93
1 25.8 92.8 93
1 25.3 92.9 93
1 25.6 93.0 94
1 25.7 92.8 93
1 25.9 93.0 94
1 25.5 92.7 93
1 25.8 93.1 94
1 25.6 92.9 93
1 25.8 93.0 94
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.
0TYMP Page I of 2
IN-PLACE DENSITY '2STING
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
08/17/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9821673
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
08/27/1998
Services: In-place density testing.
CONTU~,croR: Butler Construction
PROJECT DATA
Laboratory Test Method: AST]~ 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
Lt. Brown to Tan Sandy Clay
w/Gravel & Limestone Pieces
20.5 99.5
FIELD DENSITY TESTS
+4% or Above 92%
TEST
NO
101
102
103
104
105
106
107
108
109
110
111
112
TEST LOCATION
Southeast Comer of Pad,
Southeast Comer of Pad,
Southeast Comer of Pad,
Southeast Comer of Pad,
Southeast Comer of Pad,
Southeast Comer of Pad,
Southeast Comer of Pad,
Southeast Comer of Pad,
Southeast Comer of Pad,
Southeast Comer of Pad,
Northeast Comer of Pad,
Northeast Comer of Pad,
50'W & 40'N, 6th Lift
50'W & 50'N, 5th Lift
50'W & 90'N, 6th Lift
50'W & 100'N, 5th Lift
50'W & 140'N, 6th Lift
50'W & 1502q, 5th Lift
50'W & 1902q, 6th Lift
50'W & 200'N, 5th Lift
50'W & 230'N, 6th Lift
50'W & 250'N, 5th Lift
60'W & 30'S, Subgrade
60'W & 40'S, 1 st Lift
MfD MOISTURE DRY DENSITY DENSITY
No. (%) (PCO (% max)
1 24.9 92.5 93
1 25.1 92.2 93
1 25.0 92.8 93
1 25.2 92.6 93
! 25.0 92.5 93
1 25.3 92.5 93
1 25.1 92.9 93
1 25.5 92.6 93
1 25.2 93.0 94
1 25.3 92.8 93
1 25.7 92.5 93
1 25.5 92.2 93
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval Of HBC Engineering, Inc.
07TMP Page I of 2
.- } eoon r o.: 982 673 "'
TEST
NO TEST LOCATION
Northeast Comer of Pad, 60'W & 90'S, Subgrade
113
114 Northeast Comer of Pad, 60'W & 100'S
115 Northeast Comer of Pad, 60'W & 150'S
116 Northeast Comer of Pad, 60'W & 155'S
117 Northeast Comer of Pad, 60'W & 190'S
118 Northeast Comer of Pad, 60'W & 195'S
119 Northeast Comer of Pad, 60'W & 210'S
120 Northeast Comer of Pad, 60'W & 230'S
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (PC0 (% max)
1 25.4 92.4 93
1 st Lift 1 25.6 92.2 93
Subgrade 1 25.8 92.4 93
1 st Lift 1 25.5 92.1 93
Subgrade 1 25.9 92.2 93
1st Lift 1 25.5 92.3 93
Subgrade 1 25.6 91.8 92
1 st Lift 1 25.4 92.0 93
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(1) Prentiss Properties Limited, inc.
(I) Alliance Architects, Inc.
(1) Halff Associates
(1) Muilen & Powell Technistmctures, I
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
~ Eng..
Paul D. Smith, P.E.
Senior Project Engineer
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 2 of 2