Northlake 635(2)-LR 970114Max
25
TECHNOLOGIES INC
REPORT OF
IN-PLACE DENSITY
CLIENT:
Lincoln Property Co.
500 N. AKARD, SUITE 300
ATTN: LARRY MOON
Dallas, TX 75201
PROJECT:
COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
PROJECT NO.: 0903
REPORT NO.: 11071
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 1/
SERVICES: Perform in-place density and moisture content tests to d~
of field compaction.
CONTRACTOR: BUTLER CONSTRUCTION
TSST OF: BLDG SUBGRADE 110197
BLDG SUBGRADE 109291
PROJECT DATA
MATERIALS
TN,MD BR,DK BR CL W/GREY L.S.
GREY WEATHERED LIMESTONE
U~
OF
M~
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 92% DRY DENSITY
U~
TEST
NO
1.
2.
3.
4.
LOCATION
40'WEST-40'SOUTH NE CORNER
BLDG B
100'WEST-40'SOUTH NE CORNER
BLDG B
140'WEST-40'SOUTH NE CORNER
BLDG B
200'WEST-40'SOUTH NE CORNER
BLDG B
REPORT OF TESTS
FIELD OPTIMUM F
MOISTURE MOISTURE DE
(%) (%)
24.0 20.0
20.0 * 18.5 1
20.6 * 18.5 1(
20.0 * 18.5
Report Of Tests Continued On Page 2
1007 LW
m Tech. ·Southwestem Labs
75 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
~5
./06/97
.4/97
;termine the degree
)ISTURE/DENSITY RELATIONS
TIMUM MAXIMUM
)ISTURE % DENSITY pcf
20.0 103.0
18.5 110.0
)ISTURE: +4 to +7% opt moist
IELD MAXIMUM
NSITY DENSITY DENSITY
Pcf) (Pcf) (% max)
18.5 103.0 96
~5.5 110.0 96
~7.5 110.0 98
17.8 110.0 98
Our Icttere end reportl ire for the exclusive u~e of the c isnt to whom they are addrem~ed and shall not be reprodu; :ed except in
full without the approval of the te~ting laboratory. The Lee of ourname mu~t receive our written approval. Our lei :em end reports
apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or ~ ~imilar products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/06/97
REPORT OF TESTS (Continued)
FIELD OPTIMUM I
DI
TEST MOISTURE MOISTURE
NO LOCATION (%)
5. 60'EAST-45'NORTH SW CORNER
BLDG B 20.3 * 18.5
6. lO0'EAST-45'NORTH SW CORNER
BLDG B 20.6 * 18.5
7. 160'EAST-45'NORTH SW CORNER
BLDG B 20.7 * 18.5
8. 210'EAST-45 'NORTH SW CORNER
BLDG B 20.6 * 18.5
An asterisk (*) appears next to test results wi
do NOT meet the project specifications as noted on
ADDITIONALCOMMENTS:
Note= With all the moisture tests indicating above optimum
building pad being covered up in rapid succession with sel,
above optimum mositure content, the concern for future add.
expansion within the soils represented by these test is mi:
lechnician: Paul D. Butler Started: 08:00AM Stopped: 10:00AM
C.E.T.
Report Distribution:
Cl) Lincotn Property Co.
(1) BUTLER CONSTRUCT[ON INCORP.
(1) BROCKETT-DAV[S-ORAKE.
(1) T,E C[?Y 0F COPPELL
(1) THE CZTY OF COPPELL
1007 LW Our lettere end report~ are for the e~:clusive use of the client to whom they are ed~lre~ed ar~ shall net b? re~ro~u
full without the approval of the teStlOg laboratory. The use of ourn~ne must race,va our written a~provel, uur ·
apply only to the sample teated and/or inspected, a~:l are not indicative of the quantities of apparently identical or
REPORT NO.
PAGE 2
110785
:IELD MAXIMUM
:NSITY DENSITY
pcf) (Pcf)
)7.2 110.0
)4.8 110.0
)4.9 ll0.0
)5.8 110.0
1ich
page 1.
DENSITY
{% max~
97
95
95
96
and the
~ct fill at or
,tional
.imized.
BS
except in
tars and reports
limilar products.