Park West CC(7)-LR 981006tN-PLACE DENSITY STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
09/27/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9825421
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
10/06/1998
Services: In-place density testing.
CONTRACTOR: Butler Construction
PROJECT DATA
Laboratory Test Method: ASTiV[ D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
M/D No.
1 Dark Gray Shaley Clay
Description
Maximum
Moisture % Density pcf
23.0 95.5
FIELD DENSITY TESTS
Project Requirements
Moisture Density
+4% or above 92%
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcf) (% max)
8" Sanitary Sewer Line A
307 10' Below Grade, Station 0+70
308 9' Below Grade, Station 0+80
309 8' Below Grade, Station 0+90
310 7' Below Grade, Station 0+95
311 10' Below Grade, Station 2+00
312 9' Below Grade, Station 2+10
313 8' Below Grade, Station 2+20
314 7' Below Grade, Station 2+30
315 10' Below Grade, Station 4+10
316 9' Below Grade, Station 4+20
317 8' Below Grade, Station 4+30
318 7' Below Grade, Station 4+40
1 27.5 89.7 94
1 27.6 89.8 94
1 27.3 89.4 94
1 27.5 89.3 94
1 27.9 88.8 93
1 27.7 88.7 93
1 27.6 89.1 93
1 27.9 88.9 93
1 28.0 89.4 94
1 27.9 89.2 93
1 27.6 88.9 93
1 27.8 89.1 93
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.
07TMP Page I of 2
.Report No.: 9825421
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY
No. (%) (pc0
319 10' Below Grade, Station 5+20
320 9' Below Grade, Station 5+30
321 8' Below Grade, Station 5+40
322 7' Below Grade, Station 5+50
6" Sewer Line D
323 10' Below Grade, Station 0+20
324 9' Below Grade, Station 0+30
325 8' Below Grade, Station 0+45
326 7' Below Grade, Station 0+55
6" Sewer Line C
327 10' Below Grade, Station 0+10
328 9' Below Grade, Station 0+20
329 8' Below Grade, Station 0+30
330 7' Below Grade, Station 0+40
DENSITY
(% max)
1 27.6 88.8 93
1 27.1 88.7 93
1 27.4 89.1 93
1 27.3 88.9 93
1 27.6 89.4 94
1 27.4 89.2 93
1 27.7 89.7 94
1 27.6 89.5 94
1 27.5 89.4 94
1 27.3 88.9 93
1 27.4 88.1 92
1 27.1 88.9 93
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(l) Prentiss Properties Limited, lnc.
(l) Alliance Architects, inc.
(!) HalffAssociates
(I) Mullen & Powell Technistructures, 1
(I) Butler Construction
(!) City of Coppell
(!) City of Coppell
I-~ Engfnc.
Eugene Harbour
Vice President
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 2 of 2
[N-PLACE DENSITY TL. TING
8901 Carpenter Frwy., Suite #100
D~!!os, Texas 75247
Date of Service:
Client No.:
Client:
09/28/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9825423
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
10/06/1998
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.
Desc~pfion
M~LiiilUlll
Moisture % Density pcf
Project Requirements
Moisture Density
1 Dark Gray Clay
23.0 95.5
FIELD DENSITY TESTS
+4% or above 92%
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pct') (% max)
6" Sanitary Line B
331 6' Below grade at station 0+20
332 5' Below grade at station 0+30
333 4' Below grade at station 0+40
6" Sanitary Line C
334 6' Below grade at station 0+40
335 5' Below grade at station 0+45
336 4' Below grade at station 0+50
6" Sanitary Line D
337 6' Below grade at station 0+5
338 5' Below grade at station 0+10
339 4' Below grade at station 0+40
8" Sanitary Line A
340 6' Below grade at station 0+75
I 28.0 88.7 93
1 27.9 88.1 92
1 27.7 88.4 93
1 27.9 88.7 93
1 27.6 89.2 93
1 27.3 88.9 93
1 27.5 88.7 93
1 27.9 89.4 94
1 27.3 89.1 93
1 27.6 89.2 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.
,'rrnno Page 1 of 2
~eport No.: 9825423
TEST
NO
TEST LOCATION
341 5' Below grade at station 0+80
342 4' Below grade at station 0+85
343 6' Below grade at station 2+30
344 5' Below grade at station 2+40
345 4' Below grade at station 2+50
346 6' Below grade at station 3+75
347 5' Below grade at sattion 3+85
348 4' Below grade at station 3+95
349 6' Below grade at station 4+20
350 5' Below grade at station 4+30
351 4' Below grade at station 4+40
352 6' Below grade at station 5+70
353 5' Below grade at station 5+80
354 4' Below grade at station 5+90
Test
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (PC0 (% max)
27.4 89.3 94
27.6 89.0 93
27.9 89.5 94
27.6 88.5 93
27.3 88.8 93
27.4 89.2 93
27.6 88.9 93
27.4 89.4 94
27.3 89.4 94
27.6 88.9 93
27.7 89.2 93
27.4 88.8 93
27.6 88.7 93
27.1 89.2 93
results on this report meet project specification.
Technician: Tex King
Report Distribution:
(I) Prentiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
(1) Halff Aasociates
(1) Mullen & Powell Teehnistructures, 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.
Pa~e 2 of 2