Northlake 635(5)-LR000224IN-PLACE DENSITY T TING
Date of Service:
Client No.:
Client:
02/17/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0004690
Project No.: 9499145{
Project: Coppell £
1221 S. B
Coppell,
Services: In-place density testing.
CONTRACTOR:
Butler Construction
MOISTURE DENSITY RELATIONS:
M/D No. Description
PROJECT DATA
Laboratory Test Method:
Moisture %
Field Test M
ASTMi
ASTMi
1V[axilnum
Densit~ pcf
1 Gray & med brown clay w/tan & gray limestone
18.0 106.5 +3°~
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE LIFT/ M/D MOISTU
DEPTH ELEV No. (%)
Moisture Conditioned Fill
101 70' southwest from northeast comer of
Building A
102 70' southwest from northeast comer of
Building A
103 Retest of#101
104 Retest of#102
105 80' south, 5' west from northeast comer
4th 1 2,
5th 1 2:
1 2:
1
6th 1 2:
An asterisk (*) appears next to test results which do NOT meet the project
Second Trip: 3:00 p.m. to 4:30 p.m.
Field Results Reported To: Everett w/Butler, Robt. w/Wier
Technician: Mike Odom
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(1) Technistructures, Inc.
(1) Butler Construction
Started: 7:00a
(1) City of Coppell
(1) City of Coppell
Finished: 8:30a
a division of l rarra~nr~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/24/2000
'.ommerce Center
eltline (Bldg. A)
?exas
~thod:
~2922
)3017
Project Requirements
loisture Density
or above 92%
~ DRY DENSITY
DENSITY
(% max)
L7 87.9
86.7
k4 98.1
~.2 100.1
L2 99.7
specifications.
83 *
81'
92
94
94
~ ~~mg, Inc.
Pm
Sen
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wrim
ti D. Smith, P.E.
ior Project Engineer
n approval of HBC Engineering, Inc.
07SS Page 1 of I