Coppell CC 1B1-LR010417MOISTURE DENSITY RELATIONSHIP REPORT
120
118
116
a
.N
c
N
114
112
ZAV for
Sp.G. _
110 2.68
7 9 11 13 15 17 19
Water content,
Test Specification: ASTM D 698-91 Procedure B Standard
Elev/ Classlflcation Nat. "/, > ^/o <
Depth USCS AASHTO Moist Sp.G. LL PI 3/81n. No.200
23 9
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density = 117.6 pcf
Optimum moisture = 13.0 % REDDISH BROWN CLAYEY SAND WITH
TRACE OF ASPHALT
FRAGMENTS(SELECT FILL)
Project No. CO1-0206 Client: KOLL DEVELOPMENT COMPANY
Project: KOLL CENTER - COPPELL
• Location: ON-SITE STOCKPILE Remarks:
CO1-0206-12
AGG
MOISTURE DENSITY RELATIONSHIP REPORT
ALLIANCE GEOTECHNICAL GROUP
Figure 488
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING AND ENGINEERING
10610 Newkirk. Suite 202. Dallas. Texas 75220 Phnna,97z_eee_RRR9 Fnr• 97LGA~_RROt
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
INSPECT. DATE: DAILY ACTIVITY OBSERVATION REPORT
Koll Development Company REPORT DISTRIBUTION:
Koll Center -Coppell Koll Development Company -James Williams
04/17/01 Hill & Wilkerson, Inc. -Kirk Woltman
C01-206-012a Alliance Architects -Tom Maxwell
04/10/01 AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Mike Martin
AGG re resentative Duane Vander riff was resent at the above referenced ro'ect to observe fill
rocedures. Due toe ui ment failure, no tests were taken this date.
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced, except in its entirety, without
the written consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP, INC.