Gateway BP(2.3)-LR031006REPORTED TO: Catellus Development Corporation
5720 LBJ Freeway, Suite 190
Dallas, Texas 75240
ATTN: Mr. Robert McCann
EPORT OF FIELD DENSITY TESTS
Gatewa I dition
Coppell, Texas
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
E fl G I fl E E R I fl G
REPORT NO. 2
REPORT DATE: 10 -06 -03
REG PROJECT NO. 10553
TECHNICIAN: M. Banchetti
PAGE: 1 of 1
Proctor
No.
ASTM
Standard
Description
Optimum Maximum
Moisture, Density, PCF
1 D -698 Dark and light brown clay w /asphalt
2 D -698 Dark gray clay
3 D -698 Yellow and light sandy clay
4 D -698 Reddish brown clayey sand w /gravel
21 2
27.7
17.5
10.2
100.4
87.4
105.9
127.3
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Level
1 09 -25 -03 Paving: 30'S, 95'W(1)
2 Paving: 90'S, 95'W(1)
3 Paving: 130'S, 70'W(1)
4 Paving: 200'S, 59'W(1)
5 Paving: 10'S, 40'W(1)
0.0
0.0
0.0
0.0
0.0
110.0
114.9
114.0
89.4
108.5
12.9
8.9
11.6
24.9
13.7
4 86.4
4 90.3
4 89.3
2 102.3
4 85.2
Comments: Where tested, materials were in compliance with project specifications, unless noted
otherwise.
Indicates failing test not retested as of this date.
Footnote: (1) Measurements referenced from S.W. corner of existing dumpster wall.
Mail
Distribution: (1) Catellus Development Corporation/
Mr. Robert McCann
(1) The Wright Group /Mr. Terry Wright
(1) City of Coppell /Mr. Garreth Campbell
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
AE /cn
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214) 350 0019
G R O IJ F�
REPORTED TO: Catellus Development Corporation
5720 LBJ Freeway, Suite 190
Dallas, Texas 75240
ATTN: Mr. Robert McCann
128.5
c 127.5
a 126.5
L 125.5
y 124.5
123.5
Q 122.5
121.5
120.5
119.5
6.0
8.0 10.0 12.0
Moisture Content
14.0
Mail
Distribution: (1) Catellus Development Corp./
Mr. Robert McCann
(1) The Wright Group/
Mr. Terry Wright
(1) City of Coppell/
Mr. Garreth Campbell
w
4.5
N
4.0
3.5
E
0
d
C
0)
D.
Y
0
0
a
3.0
2.5
2.0
1.5
1.0
6.0
fa EE 171
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF LABOR4 RY COMPACTION TEST
Gateway I Parking Addition
555 Dividend Drive
Coppell, Texas
REPORT NO. 1
REPORT DATE: 10 06 03
REG PROJECT NO. 10553
SAMPLE DATE: 09 23 03
E 11GI1 IEEIa 1 1 S
Keith E. Atkins
Manager, C.M.T.
KEA/cdI
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
8.0 10.0 12.0 14.0
Moisture Content
G F9OLI
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Curve
No.
Soil Classification
Proctor Type
Optimum
Moisture,
Maximum
Density, pcf
4
Reddish brown clayey
sand w /gravel
ASTM D -698
10.2
127 3
REPORTED TO: Catellus Development Corporation
5720 LBJ Freeway, Suite 190
Dallas, Texas 75240
ATTN: Mr. Robert McCann
128.5
c 127.5
a 126.5
L 125.5
y 124.5
123.5
Q 122.5
121.5
120.5
119.5
6.0
8.0 10.0 12.0
Moisture Content
14.0
Mail
Distribution: (1) Catellus Development Corp./
Mr. Robert McCann
(1) The Wright Group/
Mr. Terry Wright
(1) City of Coppell/
Mr. Garreth Campbell
w
4.5
N
4.0
3.5
E
0
d
C
0)
D.
Y
0
0
a
3.0
2.5
2.0
1.5
1.0
6.0
fa EE 171
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF LABOR4 RY COMPACTION TEST
Gateway I Parking Addition
555 Dividend Drive
Coppell, Texas
REPORT NO. 1
REPORT DATE: 10 06 03
REG PROJECT NO. 10553
SAMPLE DATE: 09 23 03
E 11GI1 IEEIa 1 1 S
Keith E. Atkins
Manager, C.M.T.
KEA/cdI
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
8.0 10.0 12.0 14.0
Moisture Content
G F9OLI
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By