Park West CC(7)-LR 981019IN-PLACE DENSITY ' STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/07/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9827026
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
10/19/1998
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
Maxil~m
Moisture % Density pcf
Project Requirements
Moisture Density
Dk gray shaley clay
23.0 95.5
FIELD DENSITY TESTS
-1/+3% 95%
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
Water line
401 @ Station 10+20.
402 @ Station 10+30
403 @ Station 11+40
404 @ Station 11+50
405 @ Station 12+60
406 @ Station 12+70
407 @ Station 13+70
408 @ Station 13+80
409 @ Station 14+90
410 @ Station 15+00
2nd lift
1st lift
2nd lift
1st lift
· 2nd lift
1st lift
2nd lift
1st lift
2nd lift
1st lift
Technidan: Tex King
Report Distribution:
(1) Prentiss Prope~es Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistructures, I
1 24.0 91.7 96
1 23.7 92.0 96
1 23.9 91.8 96
1 23.7 92.1 96
1 23.9 91.8 96
1 23.5 92.0 96
1 24.0 91.7 96
1 23.7 92.0 96
1 24.2 97.0 102
1 24.1 92.2 97
Test results on this report meet project specification.
( 1 ) Butler Cons truction
(1) City of Coppell
(i) City of Coppell
H~ Engineering, Inc.
Eugene
Vice President
This report is exclusively for the use of the client indicated aboveand shall not be reproduced except in full without the written approval ~f HBC Engineering, lac.
07TMP Page 1 of 1
IN-PLACE DENSITY r STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/06/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9827021
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
10/19/1998
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
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
Dk gray shaley clay
23.0 95.5
FIELD DENSITY TESTS
-1/+3% 95.0
TEST
NO
M/D MOISTURE DRY DENSITY DENSITY
TEST LOCATION No. (%) (pet) (% max)
Water line
385 ~ Station 1+80,
386 ~ Station 1+90,
387 ~ Station 2+75,
388 ~ Station 2+85
389 ~ Station 3+60
390 ~ Station 3+70
391 ~ Station 4+50
392 ~ Station 4+60
393 ~ Station 5+90
394 ~ Station 6+00.
395 ~ Station 7+10.
396 ~ Station 7+20.
2ndlffi 1 24.1 91.8 96
lstlffi 1 23.9 92.0 96
2ndlffi 1 24.4 91.8 96
1~ lffi 1 24.1 91.8 96
2ndlffi 1 24.3 92.2 97
lstlffi 1 24.0 91.8 96
2ndlffi 1 24.6 91.8 96
lstlffi 1 24.1 91.7 96
2ndlffi 1 24.4 91.4 96
lstlffi 1 24.3 91.6 96
2ndlffi 1 24.6 91.8 96
lstlffi 1 24.3 92.0 96
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 I of 2
-Report No.: 9827021
TEST
NO
397
398
399
400
M/D MOISTURE
TEST LOCATION No. (%)
Station 8+30, 2nd lift
Station 8+40, 1st lift
Station 9+60, 2nd lift
Station 9+80, 1 st lift
1 24.1
1 24.3
1 24.2
1 24.5
Test results on this report meet project specification.
DRY DENSITY
91.9
91.6
91.9
92.1
DENSITY
(% max)
96
96
96
96
Technician: Tex King
Report Distribution:
(I) Prenfiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistmctures, l
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
I-~ Engineering, Inc.
Eugefl~Harbour
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 2 of 2