Mercantile P2-LR050208GEOTECHNICAL AND G I~ r-I I I p
£NVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Mercantile Office Phase 2
Beltline Road and Denton Tap Road
Coppell, Texas
REPORTED TO: Provident Company, Inc.
722 S. Denton Tap Road, Suite 230
Coppell, Texas 75019
ATTN: Mr. Greg Yancey
CONTRACTOR: The Messer Group
Proctor ASTM
No. Standard
I D-698
2 D-698
3 D-698
4 D-698
5 D-698
6 D-698
7 D-698
8 D-698
9 D-698
REPORT NO. 8
REPORT DATE: 02-08-05
REG PROJECT NO. 11852
TECHNICIAN: L. Rivera
PAGE: 1 of 1
Test
No. Date
Optimum Maximum
Description Mo sture, % Density, PCF
Dark brown clay 22.2 96.7
Brown clay w/gravel 14.8 112.0
Brown clay w/gravel 17.9 106.6
Yellowish brown clayey sand 12.6 112,9
Dark gray clay (lime-treated) 19.4 95.9
Yellowish brown sandy clay (lime-treated) 18.0 102.7
Dark brown clay 23.8 97.2
Yellow brown sandy clay 15.0 109.7
Light brown sandy clay (lime-treated) 20.7 100.5
Location
Depth
Below I Field I Field
Final S. G. DensitylMoisturel Proctor
(feet) (pcf) (%) ID
Compaction
Level (%)
0.0 97.7 23.6 9 97.2
0.0 98,3 24.3 9 97.8
11 02-04-05 Paving: 40'S, 30'E(1)
12 Pav'ng: 40 S, 10'E(2)
Comments: Where tested, materials were in compliance with project specifications.
Footnotes:
(1) Measurements referenced from S.E. building corner.
(2) Measurements referenced from S.W. building corner.
Mail
Distribution: (1) Provident Company, Inc./
Mr. Greg Yancey
(1) Henkel Engineering/Mr. Terry Henkel
(1) The Messer Group/Mr. Ken Butler
(1) City of Coppell/Mr. Rick Odell
Submitted by:
REED ENGINEERING GROUP
tkins
Manager, CMT
AE/rs
LTD.
2424 STUTZ DR. · SUITE 400 " DALLAS, TX 75235 " lei [214] 350 5600 * ~^x [214] 3500019