Gateway BP(2.3)-LR020826Curve
No.
Soil Classification
Proctor Type
Optimum
Moisture,
Maximum
Density, pcf
1
Dark light brown clay
w /trace asphalt
ASTM D -698
21.2
100.4
Mail
Distribution: (1) Catellus Development Corp./
Mr. Robert McCann
(1) The Wright Group
(1) City of Coppell/
Mr. Garth Campbell
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF LABbRATORY OM's TION TEST
arking Lot Addition ateway One
ividen
REPORTED TO: Catellus Development Corporation
4545 Fuller Drive, Suite 105
Irving, Texas 75038
ATTN: Mr. Robert McCann
101.5
100.5
99.5
98.5
97.5
96.5
95.5
94.5
93.5
92.5
17.0
19.0 21.0 23.0 25.0
Moisture Content
27.0
Coppell, Texas
REEL] EII FEE Ea: RIr
REPORT NO. 64
REPORT DATE: 08 -26 -02
REG PROJECT NO. 7227
SAMPLE DATE: 08 -07 -02
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, C.M.T.
KEA/cd I
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
GIa1I_J
c 4.5
4.0
II 3.5
0 3.0
w
a 2.5
2.0
a)
o 1.5
0
a 1.0
17.0 22.0
Moisture Content
27.0
Curve
No.
Soil Classification
Proctor Type
Optimum
Moisture,
Maximum
Density, pcf
2
Dark gray clay
ASTM D -698
27.7
87.4
87.5
c 87.3
Q 87.1
86.9
86.7
c) 86.5
86.3
0 86.1
c 85.9
85.7
85.5
23.5
25.5 27.5 29.5 31.5
Moisture Content
33.5
REPORTED TO: Catellus Development Corporation
4545 Fuller Drive, Suite 105
Irving, Texas 75038
ATTN: Mr. Robert McCann
Mail
Distribution: (1) Catellus Development Corp./
Mr. Robert McCann
(1) The Wright Group
(1) City of Coppell/
Mr. Garth Campbell
REE
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
Parking Lot Addition Gateway One
555 Dividend
Coppell, Texas
REPORT NO. 65
REPORT DATE: 08 -26 -02
REG PROJECT NO. 7227
SAMPLE DATE: 08 -07 -02
Keith E. Atkins
Manager, C.M.T.
KEA/cdl
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
Er',G I r FEE EEL' RIr1G
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
G I O L.JP
3.5
3.0
2.5
2.0
1.5
1.0
23.5
28.5
Moisture Content
33.5
Curve
No.
Soil Classification
Proctor Type
Optimum
Moisture,
Maximum
Density, pcf
3
Yellow light brown
sandy clay
ASTM D -698
17.5
105.9
REPORT OF LABORATORY COMPACTION TEST
Parking Lot Addition Gateway One
555 Dividend
Coppell, Texas
REPORTED TO: Catellus Development Corporation
4545 Fuller Drive, Suite 105
Irving, Texas 75038
ATTN: Mr. Robert McCann
107.0
f 106.0
0.
105.0
L
104.0
103.0
102.0
101.0
100.0
13.5
15.5 17.5 19.5 21.5
Moisture Content
23.5
Mail
Distribution: (1) Catellus Development Corp.!
Mr. Robert McCann
(1) The Wright Group
(1) City of Coppell/
Mr. Garth Campbell
REEfl I Ef1G1F1EERII
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 66
REPORT DATE: 08 -26 -02
REG PROJECT NO. 7227
SAMPLE DATE: 08 -07 -02
GROLJP
c• 4 5
4.0
11 3.5
2 3.0
I C 2.5
2.0
a)
o 1.5
o- 1.0
13.5
18.5
Moisture Content
23.5
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, C.M.T.
KEA/cd I
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019