Park West CC(7)-LR 981029IN-PLACE DENSITY STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7S247
Date of Service: 10/13/1998 Report No.: 9828343 Report Date
10/29/1998
Client No.: 71765000 Project No.: 43-2170-98
Client:
Prentiss Properties Limited, Inc.
Attn: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
Project: Lakeview Center
Coppell, Texas
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.
1
2
Description
Lt bm tan sa clay w/limestone
Red bm cl sa w/cl balls/grvl
Mglxilxlnm
Moisture % Density pcf
20.5 99.8
11.5 123.5
FIELD DENSITY TESTS
Project Requirements
Moisture Density
+4% or above 92%
-2/+2% 95%
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcf) (% max)
4" Sanitary Sewer
434 at grid 3.7-C.4
435 at grid 3.7-C.6
436 at grid 3.7-C.7
437 at grid 3.7-D.5
438 at grid 3.7-D.7,
439 at grid 3.7-D.9
440 at grid 3.7-E.6
441 at grid 3.7-E.8
442 at grid 3.7-F.0
1st Lift
2nd Lift
3rd Lift
1st Lift
2nd Lift
3rd Lift
1st Lift
2nd Lift
3rd Lift
Technician: Tex King
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Teclmistructures, 1
1 24.9 92.1 92
2 11.9 118.7 96
2 11.6 118.4 96
I 24.7 92.0 92
2 11.7 118.9 96
2 11.5 118.7 96
1 24.9 92.2 92
2 11.7 118.7 96
2 11.3 119.1 96
Test results on this report meet project specification.
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
H~ Engi~
Eugene Harbour
Vice President
This report is exclusively for ltze use of the client indicated above.and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP
Page 1 of 1
.'TN-PLACE DENSITY 2 ;STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/12/1998 Report No.: 9828338 Report Date
10/29/1998
Client No.: 71765000 Project No,: 43-2170-98
Client:
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Project: Lakeview Center
Coppell, Texas
Services: In-place density testing.
CONTRACTOR: Butler Construction
PROJECT DATA
Laboratory Test Method: AST1V[ D-698
Field Test Method:
MOISTURE DENSITY RELATIONS:
MfD No.
Description
ASTM D-2922
ASTM D-3017
1
2
Lt bm tan sa clay w/limestone
Reddish brown clayey sand
w/clay balls and gravel
Maximum Project Requirements
Moisture % Density pef Moisture Density
20.5 99.5 +4% or above 92%
11.5 123.5 -2/+2% 95%
TEST
NO
FIELD DENSITY TESTS
M/l) MOISTURE DRY DENSITY DENSITY
TEST LOCATION No. (%) (pcf) (% max)
1 25.1 92.1 93
2nd Lift 2 12.5 119.7 97
3rd Lift 2 12.1 119.9 97
1st Lift 1 25.4 92.3 93
2nd Lift 2 12.3 119.5 97
3rd Lift 2 11.9 119.8 97
1 st Lift 1 25.2 91.9 92
2nd Lift 2 12.4 119.4 97
3rd Lift 2 12.0 119.7 97
1st Lift 1 24.9 91.8 92
4" Sanitary Sewer
422 at Grid C.4-4.0, 1 st Lift
423 at Grid C.4-3.8,
424 at Grid C.4-3.6,
425 at Grid C.4-5.1.
426 at Grid C.4-5.3,
427 at Grid C.4-5.5
428 at Grid C.4-7.0
429 at Grid C.4-7.3
430 at Grid C.4-7.6
431 at Grid C.4-8.5
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.: 9828338
TEST
NO
432
433
MID MOISTURE
TEST LOCATION No. (%)
DRY DENSITY
(PC0
at Grid C.4-8.7, 2nd Lift
at Grid C.4-9.1, 3rd Lift
2 12.6
2 12.4
Test results on this report meet project specification.
119.7
120.0
DENSITY
(% max)
97
97
Technician: Tex King
Report Distribution:
(I) Prentiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
( 1 ) Halff Associates
(1) Mullen & Powell Technistructures, I
H~ Engineering, Inc.
(1) Butler Construction ~'~
(1) City of Coppell Eu~"~e Harbour
(1) City of Coppell Vice President
This report is exclusively for the use of the client indicated above an~ shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 2 of 2
IN-PLACE DENSITY 'ESTING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/14/1998
71765000
Prentiss Properties Limited, Inc.
Attn: DavidGlass
3860 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9828350
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
10/29/1998
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
Density pcf
Project Requirements
Moisture Density
Reddish brown clayey sand
w/clay balls and gravel
11.5 123.5
FIELD DENSITY TESTS
-2/+2% 95%
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
Recheck prior to concrete
Placement at grid B. 1 - 9.0
443
444 Placement at grid
445 Placement at grid
446 Placement at grid
447 Placement at grid
448 Placement at grid
449 Placement at grid
450 Placement at grid
451 Placement at grid
452 Placement at grid
B.1 - 6.5
B.1 - 4.0
B.1 -2.1
C.5- 1.9
C.5 - 4.0
C.5 - 7.0
C.5 -9.0
2.3 - D.5
2.3 - G.5
Technician: Tex King
Report Distribution:
(I) Prentiss Properties Limited, Inc.
(l) Alliance Architects, Inc.
(i) HalffAssociates
(1) Mullen & Powell Technistructures, !
1 12.1 118.9 96
1 12.2 119.2 97
1 11.9 119.8 97
1 12.0 119.4 97
1 11.7 119.7 97
I 11.9 119.4 97
1 11.8 118.9 96
1 12.0 119.:2 97
1 12.3 119.7 97
I 12.1 119.5 97
Test results on this report meet project specification.
(1) Butler Construction .
(1) City of Coppell
(I) City of Coppell
~ E~ing, Inc.
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.
07DG Page 1 of 1