Park West CC(7)-LR 9809174N-PLACE DENSITY / 'STING
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service: 09/08/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9823656
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
09/17/1998
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
1 Lt Bm to Tan Sandy Clay
w/Gravel & Limestone Pieces
Maximum Project Requirements
Moisture % Density pcf Moisture Density
20.5 99.5 - 1/+3% 95%
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (PC0 (% max)
54" Storm Drain, Line "A"
233 ~ station 5+00,Final lift
234 ~ station 5+10, 1' below grade
48" Storm Drain, Line "A"
235 ~ station 6+50, Final lift
236 ~ station 6+60, 1' below grade
237 ~ station 7+40, Final lift
238 ~ station 7+50, 1' below grade
239 ~ station 8+90, Final lift
240 ~ station 9+00, 1' below grade
48" Storm Drain, Line "B"
241 ~ station 0+50, Final lift
1 20.4 97.4 98
1 20.9 97.5 98
1 20.5 97.0 98
1 20.7 97.2 98
1 20.9 97.1 98
1 21.0 97.4 98
1 20.7 96.8 97
1 21.0 97.1 98
1 20.9 96.8 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.:
9823656
TEST
NO TEST LOCATION
242 ~ station 0+50, 1' below grade
243 ~ station 2+00, Final lift
244 ~ station 2+10, 1' below grade
245 ~ station 3+00, Final lift
246 ~ station 3+10, 1' below grade
42" Storm Drain, Line "B"
~ station 3+90, Final lift
247
248
249
250
251
252
M/D MOISTURE DRY DENSITY
No. (%) (pc0
253
254
255
256
257
258
~ station
~ station
~ station
@ station
@ station
36" RCP
~ station
~ station
~ station
~ station
@ station
@ station
4+00, 1' below grade
5+00, Final lift
5+10, 1' below grade
5+80, Final lift
5+90, 1' below grade
Line "A-Z"
0+20, Final lift
0+30, 1' below grade
1+40, Final lift
1+50, 1' below grade
2+10, Final list
2+20, 1' below grade
DENSrrY
(%maO
1 21.2 97.0 98
1 20.6 97.1 98
1 20.9 97.4 98
1 20.9 97.1 98
1 21.4 96.9 97
1 21.0 97.1 98
1 21.3 97.0 98
1 2O.8 96.9 97
1 21.0 96.6 97
1 20.9 97.1 98
1 21.2 97.3 98
1 21.0 96.8 97
1 21.6 96.5 97
1 21.4 96.8 97
1 21.0 96.9 97
1 21.6 96.6 97
1 21.3 96.8 97
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) HalffAssociates
(1) Muilcn & Powcll Technistmctures, I
(1) Butler Construction
( 1 ) 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 be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 2 of 2