Park West CC(7)-LR 980820IN-PLACE DENSITY STING
I)ate of Service:
Client No.:
Client:
08/11/1998
71765000
Premiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9821164
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
08/20/1998
Services: In-place density testing.
CONTRACTOR: Butler Construction
PROJECT DATA
Laboratory Test Method: ASTM D-698
MOISTURE DENSITY RELATIONS:
M/D No.
Description
Field Test Method:
Moisture %
Maximum
Density pcf
ASTM D-2922
ASTM D-3017
Project Requirements
Moisture Density
Light Brown to Tan Sandy Clay
w/Gravel & Limestone Pieces
20.5
99.5
+4% or Above 92%
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
Building #1
42 Southwest Comer, 80' W & 30' E' 6th Lift
43 Southwest Comer, 80' W & 40' E, 7th Lift
44 Southwest Comer, 80' W & 100' E, 6th Lift
45 Southwest Comer, 80' W & 110' E, 7th Lift
46 Southwest Comer, 80' W & 160' E, 6th Lift
47 Southwest Comer, 80' W & 170' E, 7th Lift
48 Southwest Comer, 80' W & 200' E, 6th Lift
49 Southwest Comer, 80' W & 210' E, 7th Lift
1 25.3 92.6 93
1 25.1 92.7 93
1 25.1 92.3 93
1 24.9 92.5 93
1 25.2 92.7 93
1 25.0 92.5 93
1 25.3 92.8 93
1 25.2 93.0 94
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(I) Prentiss Properties Limited, Inc.
( I ) Alliance Architects, Inc.
( I ) Halff Associates
( I ) Muilen & Powell Teclmistructures, I
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
~ E~ng, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
This report is exclusively for the use oftbe client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0"/TlVl~ Page 1 of I
.IN-PLACE DENSITY 2?2STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/12/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9821265
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
08/20/1998
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
I Light Brown to Tan Sandy Clay
w/Gravel & Limestone Pieces
Maximum
Moisture % Density pcf
20.5 99.5
FIELD DENSITY TESTS
Project Requirements
Moisture Density
+4% or Above 92%
TEST
NO
TEST LOCATION
MfD MOISTURE DRY DENSITY DENSITY
No. (%) (PC0 (% max)
Building #1
50 SW Comer,
51 SW Comer,
52 SW Comer,
53 SW Comer,
54 SW Comer.
55 SW Comer.
56 SW Comer.
57 SW Comer.
58 SW Comer
59 SW Comer
60 SW Comer
120' N & 70' E, Subgrade Prior to Fill
120' N & 120' E, Subgrade Prior to Fill
120' N & 230' E, Subgrade Prior to Fill
140' N & 90' E, 1st Lift
140' N & 100' E, 2nd Lift
150' N & 190' E, 1st Lift
150' N & 200' E, 2nd Lift
150' N & 290' E, 1st Lift
150' N & 300' E, 2nd Lift
130' N & 100' E, 4th Lift
130' N & 120' E, 3rd Lift
1 25.3 92.0 93
1 25.1 92.2 93
1 24.9 92.4 93
1 25.2 91.6 92
1 25.0 91.8 92
1 25.5 92.1 93
1 25.6 91.9 92
1 25.3 92.6 93
1 25.1 92.2 93
1 25.3 92.1 93
1 24.9 92.6 93
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.
Page 1 of 2
· Report No.: 9821265
'lEST
NO
61
62
M/D MOISTURE
TEST LOCATION No. (%)
DRY DENSITY
(pcO
SW Comer, 130' N & 230' E, 4th Lift 1 24.9
SW Comer, 130' N & 250' E, 3rd Lift 1 25.2
Test results on this report meet project specification.
92.8
92.2
DENSITY
(% max)
93
93
Technician: Tex King
Report Distribution:
( I ) Prentiss Properties Limited, Inc.
( I ) Alliance Architects, inc.
(I) Halff Associates
( I ) Mullen & Powell Technistructures, 1
(1) Butler Construction
(1) City of Coppell
( I ) City of Coppeil
H~ ~ering, Inc.
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.
OTTMP Page 2 of 2
IN-PLACE DENSITY STING
Date of Service:
Client No.:
Client:
08/10/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9821046
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
08/20/1998
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 Project Requirements
Density pcf Moisture Density
Light Brown to Tan Sandy Clayq
w/Gravel and Limestone Pieces
20.5 99.5 +4% or Above 92%
FIELD DENSITY TESTS
TEST
NO
MID MOISTURE DRY DENSITY DENSITY
TEST LOCATION No. (%) (pcf) (% max)
Building/ti
Southwest Comer 75~1 & 40'E, 2nd Lift
Southwest Comer 752q & 50'E, 3rd Lift
30
31
32 Southwest Comer 75'N &
33 Southwest Comer 752q &
34 Southwest Comer 75~1q &
35 Southwest Comer 75'N &
36 Southwest Comer 90'N &
37 Southwest Comer 90'N &
38 Southwest Corner 90'N &
39 Southwest Comer 90'N &
40 Southwest Comer 90'N &
1 25.3 92.6 93
1 25.6 92.3 93
110'E, 2nd Lift 1 25.2 92.4 93
120'E, 3rd Lift I 25.4 92.7 93
190'E, 2nd Lift 1 25.3 92.5 93
200'E, 3rd Lift 1 25.5 92.6 93
60'E, 4th Lift 1 24.8 92.9 93
70~E, 5th Lift I 25.1 92.6 93
130'E, 4th Lift 1 25.3 92.2 93
140'E, 5th Lift 1 25.6 92.4 93
200'E, 4th Lift 1 24.9 92.9 93
This reporl 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.
o?TMP Page I of 2
· Report No.: 9821046 ~ '~ ~,~,~H~
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
41
Southwest Comer 90qq & 210'E, 5th Lift I 24.7
Test results on this report meet project specification.
DRY DENSITY
(pcO
92.7
DENSITY
(% max)
93
Technician: Tex King
Report Distribution:
( I ) Prentiss Properties Limited, Inc.
( I ) Alliance Architects, Inc.
( I ) Halff A~sociates
( I ) Mullen & Powell Technistmctures, i
(I) Butler Construction
(I) City of Coppell
(I) City of Coppell
H~ ~ing, Inc.
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.
Page 2 of 2
IN-PLACE DENSITY '.ESTING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
08/13/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9821373
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
08/20/1998
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/l) No.
Description
Moisture%
Maximum
Density pcf
Project Requirements
Moisture Density
Light Brown to Tan Sandy Clay
w/Gravel & Limestone Pieces
20.5
99.5
+4% or Above 92%
FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcO (% max)
63
64
65
66
67
68
69
70
Building 1
Southwest Comer 145'N & 60'E, 6th Lift
Southwest Comer 145'N & 65'E, 5th Lift
Southwest Comer 145'N & 160'E, 6th Lift
Southwest Comer 145'N & 170'E, 5th Lift
Southwest Comer 145'N & 230'E, 6th Lift
Southwest Comer 145'N & 240'E, 5th Lift
Southwest Comer 145'N & 290'E, 6th Lift
Southwest Comer 145~N & 300'E, 5th Lift
1 26.1 92.5 93
1 25.7 92.7 93
1 26.0 92.1 93
1 25.9 92.4 93
1 26.2 92.4 93
1 26.0 92.6 93
1 25.9 92.5 93
1 25.5 93.1 94
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(!) Alliance Architects, Inc.
( ! ) Halff Associates
(l) Mullen & Powell Technistructures, I
(1) Butler Construction
(1) City of Coppell
H~ Engineering, 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
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
08/06/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9820750
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
08/20/1998
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.
Maximum
Description Moisture % Density pcf
Project Requirements
Moisture Density
Light Brown to Tan Sandy Clay 20.5 99.5
w/Gravel & Limestone Pieces
FIELD DENSITY TESTS
+3% or Above 92%
TEST
NO
M/D MOISTURE
TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pcf) (% max)
Building #1, SW Corner
I 25' north and 60' east, Subgrade prior to fill
2 25' north and
3 25' north and
4 40' north and
5 40' north and
6 40' north and
7 40' north and
8 40' north and
9 40' north and
170' east, Subgrade prior to fill
300' east, Subgrade prior to fill
40' east, 1st lift
50' east, 2nd lift
160' east, 1st lift
180' east, 2nd lift
290' east, 1st lift
300' east, 2nd lift
1 23.7 92.4 93
I 23.9 92.5 93
1 23.8 92.8 93
1 24.1 92.6 93
1 23.9 92.9 93
1 23.7 92.8 93
1 23.9 92.2 93
! 24.0 92.5 93
1 23.8 92.8 93
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(I) Prentiss Properties Limited, Inc.
(1) Alliance Architects~ Inc.
( I ) Halff Associates
(I) Mullen & Powell Technistructures, I
( I ) Butler Construction
(I) City of Coppell
~ Engineel '
,~lnc.
Eugene Harbour
Vice President
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07SS Page 1 of 1
tN-PLACE DENSITY _ ' STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/07/1998 Report No.: 9820856 Report Date
08/20/1998
Client No.: 71765000 Project No.: 43-2170-98
Client: Prentiss Properties Limited, Inc. Project: Lakeview Center
Attn: David Glass Coppell, Texas
3860 W. Northwest Hwy.
Dallas TX 75220
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.
Maximum Project Requirements
Description Moisture % Density pcf Moisture Density
1 Light Brown to Tan Sandy Clay 20.5 99.5 +3% or Above 92%
w/Gravel and Limestone Pieces
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
Bldg. #1, SW Corner
10 30' north and 30' east, 3rd lift I 25.1 92.6 93
11 30' north and 40' east, 4th lift 1 24.7 92.7 93
12 30' north and 130' east, 3rd lift 1 24.3 93.2 94
13 30' north and 140' east, 4th lift 1 24.2 93.1 94
14 30' north and 260' east, 3rd lift 1 24.4 93.0 94
15 30' north and 270' east, 4th lift 1 24.6 92.2 93
16 25' north and 310' east, 5th lift 1 23.9 92.4 93
17 25' north and 300' east, 6th lift 1 24.1 92.6 93
18 25' north and 200' east, 5th lift 1 23.7 92.9 93
19 25' north and 170' east, 6th lift I 23.9 93.1 94
20 25' north and 70' east, 5th lift I 24.9 93.0 94
07SS
This report is exclusively fbr the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page I of 2
Report No.: 9820856 ~ '~ H~
TEST
NO
21
M/D MOISTURE
TEST LOCATION No. (%)
25' north and 60' east, 6th lift 1 25.1
Test results on this report meet project specification.
DRY DENSITY
(pc0
93.1
DENSITY
(% max)
94
Technician: Tex King
Report Distribution:
(l) Prentiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
(I) HalffAssociates
(I) Mullen & Powell Technistmctures, I
(1) Butler Construction
(I) City of Coppell
Eugene Harbour
Vice President
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07SS Page 2 of 2