Gateway BP(2.3)-LR020909REPOR
Parkin
REPORTED TO: Catellus Development Corporation
4545 Fuller Drive, Suite 105
Irving, Texas 75038
ATTN: Mr. Robert McCann
Mail
Distribution: (1) Catellus Development Corporation/
Mr. Robert McCann
(1) The Wright Group
(1) City of Coppell /Mr. Garth Campbell
OF FIELD DENSITY TESTS
ay One
Footnote: (1) Measurements referenced from N.E. corner of existing building.
REEL? E I I EER iI 1 t
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 67
REPORT DATE: 09
REG PROJECT NO. 7227
TECHNICIAN: J. Baradziej
PAGE: 1 of 1
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
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
21.2
27.7
17.5
100.4
87.4
105.9
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Level
22 08 -20 -02 Paving: 100'N, 20'W(1)
23 Paving: 100'N, 75'W(1)
24 Paving: 100'N, 125'W(1)
25 08 -21 -02 Paving: 80'N, 30'W(1)
26 Paving: 80'N, 80'W(1)
27 Paving: 80'N, 120'W(1)
0.8
0.8
0.8
0.0
0.0
0.0
84.7
85.0
84.4
97.9
95.9
96.2
29.3
29.0
29.5
22.4
26.0
25.6
2
2
2
1
1
1
97.4
97.7
97.0
97.5
95.5
95.8
Comments: Where tested, materials were in compliance with project specifications.
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, C.M.T.
BW /myw
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
G ROLJ P