Belt Line Trade-LR060418
REED EnGinEERinG
GEOTECHNICAL AND GAD U F'
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTIO~TEST
Belt I i"'~ Tradt. SaRt..... Rllilrli"'g a-
500 E. Belt Line Road
Coppell, Texas
CONTRACTOR: Raymond Construction
Curve
No.
1
Soil Classification
Dark red & ra cia
Proctor T e
ASTM 0-698
101.0
13 100.5
S
1:: 100.0
Ol
"03
:s: 99.5
~
o 99.0
+-'
~ 98.5
98.0
14.5 16.5 18.5 20.5 22.5
Moisture Content (%)
Mail
Distribution:
REPORT NO.1
REPORT DATE: 04-18-06
REG PROJECT NO. 13335
SAMPLE DATE: 04-04-06
Optimum
Moisture, %
18.6
Maximum
Density, cf
101.0
_ 4.5
1ii
~ 4.0
.....
CD
Q) 3.5
E
e 3.0
Q)
c 2.5
CD
a...
+-' 2.0
CD
-t5 1.5
o
a... 1.0
14.5
16.5
18.5
20.5
22.5
Moisture Content (%)
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, C.M.T.
BW /cdl
2424 STUTZ DR, . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . fAX (214) 3500019
AEED EnGinEERinG
GEOTECHNICAL AND GAD U F'
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
Belt Line Trade Center Building A
500 E. Belt Line Road
coppell, Texas
REPORTED TO: 101
5420 LBJ Freeway, Suite 1275
Dallas, Texas 75240
ATTN: Mr. Chris Parnell
CONTRACTOR: Raymond Construction
REPORT NO.2
REPORT DATE: 04-18-06
REG PROJECT NO. 13335
SAMPLE DATE: 04-04-06
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Orange & gray sandy
2 clay ASTM 0-698 16.4 107.4
107.5
13 106.5
S
1:: 105.5
en
'03
:s: 104.5
c5 103.5
+-'
:5 102.5
101.5
12.5 14.5 16.5 18.5 20.5
Moisture Content (%)
Mail
Distribution: (1) IOI/Mr. Chris Parnell
(1) Raymond Construction/
Mr. David Layne
_ 4.5
1ii
~ 4.0
.....
CD
Q) 3.5
E
e 3.0
+-'
~ 2.5
CD
a...
+-' 2.0
CD
-t5 1.5
o
a... 1.0
12.5
14.5
16.5
18.5 20.5
Moisture Content (%)
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, C.M.T.
BW /cdl
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . fAX (214) 3500019
AEED EnGlnEEAlnG
GEOTECHNICAL AND GAD U F'
ENVIRONMENTAL CONSUL TANTS
REPORT OF LABORATORY COMPACTION TEST
Belt Line Trade Center Building A
500 E. Belt Line Road
coppell, Texas
REPORTED TO: 101
5420 LBJ Freeway, Suite 1275
Dallas, Texas 75240
ATTN: Mr. Chris Parnell
CONTRACTOR: Raymond Construction
Curve
No.
3
Proctor T e
ASTM 0-698
117.0
c 116.5
C,)
.S: 116.0
t 115.5
"Qi
:s: 115.0
~ 114.5
~ 114.0
c
::> 113.5
113.0
9.0
11.0
Moisture Content (%)
13.0
Mail
Distribution: (1) IDI/Mr. Chris Parnell
(1) Raymond Construction/
Mr. David Layne
REPORT NO.3
REPORT DATE: 04-18-06
REG PROJECT NO. 13335
SAMPLE DATE: 04-05-06
Optimum
Moisture, %
10.9
Maximum
Density, pcf
116.9
_ 4.5
-
CIl
~ 4.0
.....
CD
Q) 3.5
E
e 3.0
Q)
c 2.5
CD
a...
+-' 2.0
CD
-t5 1.5
o
a... 1.0
9.0
11.0
Moisture Content (%)
13.0
Submitted by:
REED ENGINEERING GROUP , LTD.
Original Signed By
Bill Woolwine
Sr. Manager, C.M.T.
BW /cdl
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL (214) 3505600 . fAX (214) 3500019
AEED EnGlnEEAlnG
GEOTECHNICAL AND GAD U F'
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
Belt Line Trade Center Building A
500 E. Belt Line Road
coppell, Texas
REPORTED TO: 101
5420 LBJ Freeway, Suite 1275
Dallas, Texas 75240
ATTN: Mr. Chris Parnell
CONTRACTOR: Raymond Construction
Curve
No.
4
Proctor Ty e
ASTM 0-698
104.0
c 103.0
CJ
S 102.0
t 101.0
'03
$: 100.0
~ 99.0
~ 98.0
'c
::) 97.0
96.0
18.5
20.5
Moisture Content (%)
22.5
Mail
Distribution: (1) IDI/Mr. Chris Parnell
(1) Raymond Construction/
Mr. David Layne
REPORT NO.4
REPORT DATE: 04-18-06
REG PROJECT NO. 13335
SAMPLE DATE: 04-04-06
Optimum
Moisture, %
20.6
Maximum
Densi , cf
102.8
_ 4.5
-
CIl
~ 4.0
Qi
Q) 3.5
E
e 3.0
+-'
~ 2.5
CD
a...
+-' 2.0
CD
-t5 1.5
o
a... 1.0
18.5
20.5
Moisture Content (%)
22.5
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, C.M.T.
BW /cdl
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL (214) 3505600 . fAX (214) 3500019
AEED EnGlnEEAlnG
GEOTECHNICAL AND G A CJ U F'
ENVIRONMENTAL CONSUL TANTS
REPORT OF LABORATORY COMPACTION TEST
Belt Line Trade Center Building A
500 E. Belt Line Road
coppell, Texas
REPORTED TO: 101
5420 LBJ Freeway, Suite 1275
Dallas, Texas 75240
ATTN: Mr. Chris Parnell
CONTRACTOR: Raymond Construction
REPORT NO.5
REPORT DATE: 04-18-06
REG PROJECT NO. 13335
SAMPLE DATE: 04-04-06
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Light brown & gray clay
5 w/calcareous nodules ASTM 0-698 21.2 98.6
99.5
13 98.5
E:
1:: 97.5
Ol
'03
:s: 96.5
c5 95.5
+-'
~ 94.5
93.5
17.0 19.0 21.0 23.0 25.0
Moisture Content (%)
Mail
Distribution: (1) IDI/Mr. Chris Parnell
(1) Raymond Construction/
Mr. David Layne
_ 4.5
1ii
.t:::.. 4.0
....
CD
Q) 3.5
E
e 3.0
-
~ 2.5
CD
~ 2.0
CD
-t5 1.5
o
a... 1.0
17.0
19.0
21.0
23.0 25.0
Moisture Content (%)
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, C.M.T.
BW /cdl
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . fAX (214) 3500019