Vista Point 2R-LR060727
REED I EnGInEERInG
GEOTECHNICAL AND G R Cl U P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Vista Point II, Phase II
S.H. 121 at MacArthur Boulevard
Coppell, Texas
REPORTED TO: Jackson Shaw Company
4890 Alpha Road, Suite 100
Dallas, Texas 75244
ATTN: Mr. Christopher Gardner
REPORT NO. 3
REPORT DATE: 07-27-06
REG PROJECT NO. 13581
TECHNICIAN: P. Butler
PAGE: 1 of 1
Proctor
No.
1
2
ASTM
Standard
0-698
0-698
Descri tion
Brown sandy clay w/rock
Oark ra cia
Optimum
Moisture, %
12.3
27.5
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date location feet c % ID level %
1 07-06-06 Bldg Pad 6: 20'S, 30'W(1) 0.0 87.5 28.6 2 98.0
2 Bldg Pad 6: 120'5, 90'W(1) 0.0 87.1 28.5 2 97.6
3 Bldg Pad 5: 75'S, 80'W(1) 0.0 88.0 28.6 2 98.5
4 Bldg Pad 5: 50'S, 150'W(1) 0.0 87.5 28.9 2 98.0
5 Bldg Pad 4: 40'S, 50'W(1) 3.0 87.5 28.4 2 98.0
6 Bldg Pad 4: 41'S, 50'W(1) 2.0 87.1 28.9 2 97.6
7 Bldg Pad 4: 42'S, 50'W(1) 1.0 86.5 28.6 2 97.0
8 Bldg Pad 4: 43'S, 50'W(1) 0.0 87.5 28.1 2 98.0
9 Bldg Pad 4: 140'S, 20'W(1) 3.0 86.7 28.5 2 97.2
10 Bldg Pad 4: 141 'S, 20'W(1) 2.0 86.3 29.9 2 96.6
11 Bldg Pad 4: 142'S, 20'W(1) 1.0 86.9 28.5 2 97.4
12 a1dg Pad 4: 143'5, 20'W(1) 0.0 87.2 28.5 2 97.7
13 Paving: 50'N, 20'W(2) 0.0 87.8 28.9 2 98.3
14 Pavin : 150'N, 20''.,^J 2\ 0.0 88.4 29.0 2 98.9
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.E. building corner.
(2) Measurements referenced from S.W. corner of Building 4.
Extranet
Distribution: (1) Jackson Shaw Company/
Mr. Christopher Gardner
(1) AECC, Inc./Mr. Chad Stephens
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc./
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Bill Woolwine
Sr. Manager, CMT
BW Irs
2424 STUTZ DR . SUITE 400 . DALLAS, TX 75235 . ]c, [214] 3505600 . FAX [214] 3500019