Walgreens-LR 970724AT LABORATORIES, INC.
Consulting Engineers * Geotechnical
Construction Materials Inspection /Testing Services
Environmental. Assessments * Quality Control
8601 Forney Road Dallas, Texas 75227
(214) 7.75 -0899 or (800) 856 -0899
Fax (214) 275 -6175
FIELD DENSITY TESTS
TESTED IN ACCORDANCE WITH SPECIFICATIONS ASTM D2922, D3017
PROJECT: WALGREEN'S - COPPELL, TX PROJECT NO: 97C241
CLIENT: HIGBIE ROTH ASSIGNMENT NO: C241 -012
CONTRACTOR: HIGBIE ROTH DATE: 7 -24 -97
MATERIAL CLASSIFICATION #1 MAXIMUM DRY DENSITY 108.8 LBS. /CU.FT.
BROWN SANDY CLAY WITH FEW OPTIMUM MOISTURE 16.2 %
LIMESTONE FRAGMENTS
SPECIFIED COMPACTION: 95% STANDARD
TEST LOCATION
NO.
LIFT/
ELEV
MOISTURE
CONTENT
DRY DENSITY
LBS. /CU.FT.
%PROCTOR
DENSITY
MAT'L
CLASS#
LOCATION: SOUTH ENTRANCE LANE
1 25' N. OF PKWY.
FINAL
16.4
106.2
98
1
BLVD.
2 75' N. OF PKWY.
FINAL
16.2
107.0
98
1
BLVD.
AT LABORAT IES, INC.
TECHNICIAN: S. ROBINSON
OUR LETTERS & REPORTS ARE FOR THE E:'('LUSIVE USE O@' THE CLIENT 'PO WHOM THEY APE ADDRESSED.
THE USE OF OUR NAME MUST RECEIVE OUP PPTOR WRITTEN APPROVAL. OUR LETTERS & REPORTS APPLY
ONLY TO THE SAMPLE TESTED AND /OR IPIa PE .& ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES
OF APPARENTLY IDENTICAL OR SIMILAP