Northlake 635(3)-LR 980204;IN-PLACE DENSITY e" STING
Date of Service:
Client No.:
Client:
Services:
01/28/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
In-place density testing.
CONTRACTOR: Butler Construction
MOISTURE DENSITY RELATIONS:
M/D No.
1
Report No.: 9803163
Project No.: 43-2452-
Project: Coppell
Belt Lin,
Coppell,
07SS
PROJECT DATA
Laboratory Test Method:
Field Test Method:
Maximum
Description Moisture % Density pcf
Light gray, reddish and medium 23.5 98.5
brown shaley clay
FIELD DENSITY TESTS
ASTM
ASTM
ASTM
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
ENGINEERIM3, INC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
97
Report Date
02/04/1998
3usiness Center II
Rd. & Lakeshore Dr.
Texas
D-698
D-2922
D-3017
Project Requirements
Utility, Storm Sewer
213 Line A at station 1 +20, 4th lift 1 25.4
214 Line A at station 1+21, 1' down I 25.1
215 Line A at station 1+22, 2' down 1 25.3
216 Line A at station 1+23, 3' down 1 25.5
217 Line A at station 2+50, Final lift 1 24.9
218 Line A at station 2+51, 1' down 1 25.1
219 Line A at station 2+52, 2' down 1 25.0
220 Line A at station 2+53, 3' down 1 25.3
221 Line A at station 4+00, Final lift 1 24.6
222 Line A at station 4+01, 1' down 1 24.9
223 Line A at station 4+02, 2' down 1 25.3
Moisture
.1/+3%
DRY DENSITY
(pc0
Density
This report is exclusively for thc usc &thc client indicated above and shall not bc reproduced except in full without thc wri{
Page I of 3
95%
DENSITY
(% max)
95.4 97
95.6 97
95.3 97
95.2 97
95.6 97
95.5 97
95.8 97
95.4 97
95.1 97
95.6 97
94.9 96
en approval of HBC Engineering, Inc. ·
Report No.: 9803163
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
Line A at station 4+03, 3' down
Line A at station 5+50, Final lift
Line A at station 5+51, 1' down
Line A at station 5+52, 2' down
Line A at station 5+53, 3' down
Line C at station 1+10, Final lift
Line C at station,l+l 1, 1' down
Line C at station 1+12 2' down
Line C at station 1+13 3' down
Line C at station 2+60 Final lift
Line C at station 2+61 1' down
Line C at station 2+62 2' down
Line C at station 2+63 3' down
Line D at station 1+00 Final lift
Line D at station 1+01 1' down
Line D at station 1+02.2' down
Line D at station 1+03.3' down
Line D at station 2+50, Final lift
Line D at station 2+51, 1' down
Line D at station 2+52, 2' down
Line D at station 2+53, 3' down
Line D at station 4+01, Final lift
Line D at station 4+02, 1' down
Line D at station 4+03, 2' down
Line D at station 4+04, 3' down
Line D at station 5+50, Final lift
Line D at station 5+51, 1' down
Line D at station 5+52, 2' down
Line D at station 5+53, 3' down
Line D at station 7+00, Final lift
Line D at station 7+01, 1' down
Line D at station 7+02, 2' down
Line D at station 7+03, 3' down
Sanitary
I 25.1
I 24.9
1 25.0
I 25.1
I 24.9
1 25.4
1 25.5
1 25.3
1 25.7
1 24.3
1 24.7
1 24.6
1 25.0
I 25.3
1 24.9
I 25.1
1 25.3
I 25.6
1 25.4
1 25.5
1 25.5
1 26.1
1 25.7
1 25.4
I 25.6
1 24.9
I 25.1
1 25.3
1 25.6
1 24.3
1 24.7
1 24.6
1 25.1
07SS
257 Line A at station 1+50, Final lift 1 24.6
258 Line A at station 1+52, 1' down 1 24.7
259 Line A at station 1+53, 2' down I 24.2
260 Line A at station 1+54, 3' down 1 24.9
261 Line A at station 1+55, 4' down 1 25.6
262 Line A at station 1+56, 5' down 1 25.3
263 Line A at station 3+00, Final lift 1 24.9
264 Line A at station 3+01, 1' down 1 24.7
265 Line A at station 3+02, 2' down 1 24.7
266 Line A at station 3+03, 3' down 1 24.8
267 Line A at station 3+04, 4' down 1 24.3
268 Line A at station 3+05, 5' down 1 24.6
DRY DENSITY DENSITY
(pcO (% max)
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without ~hc wril
Page 2 of 3
95.2 97
95.1 97
95.6 97
96.1 98
95.4 97
95.8 97
96.2 98
95.8 97
96.1 98
96.0 98
95.1 97
95.4 97
95.4 97
95.6 97
95.5 97
96.1 98
95.8 97
95.4 97
95.6 97
95.2 97
95.4 97
95.6 97
95.8 97
95.4 97
95.6 97
95.9 97
96.1 98
95.8 97
95.6 97
95.5 97
94.9 96
95.6 97
95.5 97
96.2 98
96.4 98
95.4 97
95.8 97
95.9 97
96.1 98
96.3 98
95.8 97
96.1 98
95.8 97
96.3 98
96.0 98
ten approval of HBC Engineering, Inc.
Report No.:
TEST
NO
269 Line A
270 Line A
271 Line A
272 Line A
273 Line A
274 Line A
275 Line A
276 Line A
277 Line A
278 Line A
279 Line A
280 Line A
281 Line A
282 Line A
283 Line A
284 Line A
285 Line A
286 Line A
Technician: Tex King
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(I) AECC, Inc.
07SS
9803163 ~
M/D MOISTURE
No. (%)
TEST LOCATION
25.1
25.3
24.9
25.1
25.4
25.2
24.7
24.8
24.6
24.7
24.9
24.6
25.3
25.7
25.4
25.5
24.9
25.4
at station 4+50, Final lift
at station 4+52, 1' down
at station 4+53, 2' down
at station 4+55, 3' down
at station 4+56, 4' down
at station 4+57, 5' down
at station 6+01, Final lift
at station 6+02, 1' down
at station 6+03, 2' down
at station 6+04, 3' down
at station 6+05, 4' down
at station 6+06, 5' down
at station 7+50, Final lit
at station 7+51, 1' down
at station 7+52, 2' down
at station 7+53, 3' down
at station 7+54, 4' down
at station 7+55, 5' down
Test
This report is exclusively for thc use of thc client ir
~sults on this report meet project specification.
(I) ( ity ofCoppell/Bldg. Insp.
(I) City ofCoppell/Constr, lnsp.
Pal
Sen
DRY DENSITY
(PCO
En(~g, Inc.
d D. Smith, P.E.
ior Project Engineer
dieated above and shall not be reproduced except in full without the writt
Page 3 of 3
DENSITY
(% max)
95.4 97
95.2 97
95.6 97
95.4 97
95.3 97
95.4 97
95.8 97
96.1 98
96.4 98
95.8 97
95.6 97
96.2 98
95.2 97
95.4 97
95.2 97
95.3 97
95.6 97
95.4 97
m approval of HBC Engineering Inc.