Northlake 635(5)-LR000218IN-PLACE DENSITY Tr STING
Date of Service:
Client No.:
Client:
Services:
02/14/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
In-place density testing.
Report No.: 0004341
Project No.: 94991456
Project: Coppell C
1221 S. B,
Coppell,
PROJECT DATA
CONTRACTOR: Laboratory Test Method: Field Test M
Butler Construction ASTM D-698 ASTM
ASTM
MOISTURE DENSITY RELATIONS:
Maximum
M/D No. Description Moisture % Density pcf
1 Gray &mcd brown clay w/tan & gray limestone 18.0 106.5 +3%
FIELD DENSITY TESTS
ENCdNEERI~,
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
ommerce Center
fltline (Bldg. A)
TEST PROBE LIFT/ M/D MOISTUI
NO TEST LOCATION DEPTH ELEV No. (%)
Moisture Conditioned Bldg Pad
92 Building line F/2 6" 4th 1 21
93 Building line F/2 6" 5th 1 21
94 Building line F/2 6" 6th 1 22
95 Building line G.5/2.5 6" 1st 1 21
96 Building line G.5/2.5 6" 2nd 1 21
97 Building line G.5/2.5 6" 3rd 1 21
98 Building line H.5/3.3 6" 1st 1 22
99 Building line H.5/3.3 6" 2nd 1 22
100 Building line I-1.5/3.3 6" 3rd 1 22
Test results on this report meet project specification.
Started: 2:00p
(1) City of Coppcll
(l) City of Coppell
Finished: 4:00p
'exas
Technician: Roy Montgomery
Report Distribution:
(I) Transwestern Property Company
(1) O'Brien & Associates
(i) Technistructures, Inc.
(1) Butler Construction
Report Date
02/18/2000
thod:
)2922
)3017
Project Requirements
[oisture Density
or above 92%
DRY DENSITY
(pc0
DENSITY
(% max)
.0 101.7 96
.3 102.7 96
.2 100.0 94
.8 101.4 95
.3 103.6 97
.0 103.0 97
.0 102.8 97
.0 100.3 94
.8 100.9 95
~ E~ng, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt{
Pau 1 D. Smith, P.E.
Seni or Project Engineer
approval of HBC Engineering, Inc.
07SDS Page I of I