Northlake 635(2)-LR 970205 (4)Maxi
25~
TECHNOLOGIES INC
REPORT OF
IN-PLACE DENSITY
CLIENT:
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201
PROJECT:
COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
PROJECT NO.: 0903'
REPORT NO.: 1115.~
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 2/
SERVICES: Perform in-place density and moisture content tests to dc
of field compaction.
CONTRACTOR: BUTLER CONSTRUCTION
TEST OF: Backfill
PROJECT DATA
MATERIALS
109291-Gray weathered
limestone
M(
OF
MC
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% DRY DENSITY
M(
REPORT OF TESTS
FIELD OPTIMUM F
DE
TEST MOISTURE MOISTURE
NO LOCATION (%) (~)
1. (Retest) 800' east of
main valve 19.6 18.5
An asterisk (*) appears next to teat result· w
do NOT meet the pro~ect specifications a· noted
ADDITIONAL COMMENTS:
Technician time recorded on report number 111534
Technician: Cody Sander·on
Technician
RePort Distribution: MAXIM TEl
(1) Lincoln Property Co. ~
(1) BUTLER CONSTRUCT]ON [NCORP.
(1) 8ROCKETT-OAV]$-ORAKE, [NC.
(1) THE CITY OF COPPELL
(1) THE CITY OF COPPELL
1007 tW OW btterl end r~u= ee for the exclusive uae of the c ant to where t~y ~e ~drceled Ir, d ~NI not he reprm:lu~
f~l w~ho~ the ~ovN ~ the te~ting labor.ow. The uce ~ ou~nlme mint receive out written ~m~d. O~ ~
apply only to tN simple tcet~ and/or i~, and ira not indicitive of tiqe qu~titi~ of appirently idemic~ or t
Tach. · Southwestern Labs
Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
~05034
5
/23/97
5/97
termini the degree
IISTURE/DENSITY RELATIONS
TIMUM MAXIMUM
IISTURE % DENSITY pef
18.5 110.0
IISTURE: opt to +4%
rELD MAXIMUM
NSITY DENSITY DENSITY
=cf) {Pcf) (% max)
5.3 110.0 87 *
.ich
hove.
ed except in
M~ end re~oKB
imillr products.
TECHNOLOGIES INC
CLIENT:
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN= LARRY MOON
Dallas, TX 75201
PROJECT:
SERVICES:
COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
Maxi
25~
REPORT OF
IN-PLACE DENSITY
PROJECT NO.: 0903;
REPORT NO.: 11153
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 2 /
Perform in-place density and moisture content tests to de
of field compaction.
CONTRACTOR: BUTLER CONSTRUCTION
TEST OF: Subgrade for paving
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
TEST
NO LOCATION
Subgrade for paving, 30' east
of north water inlet
Subgrade for paving, 30' east
of south water inlet
Technician: cody Sanderson
Technician
Report Distribution: (1) LincoLn Property Co.
(1) BUTLER CONSTRUCT[ON
(1) BROCKETT-DAV[S-DRAKE, [NC.
(1) THE CITY OF COPPELL
(1) THE C[TY OF COPPELL
1007 LW
PROJECT DATA
MATERIALS
109292-Light brown clay w/
calnods
MC
OP
MC
SPECIFICATION
DENSITY: 95% DRY DENSITY
M¢
REPORT OF TESTS
FIELD OPTIMUM
MOISTURE MOISTURE
(%) I%)
23.9 21.5
F
DE
24.5 21.5
Test results on this report meet project
specifications as noted above.
Started: 12:00PM Stopped: 03:00PM
OUt lette~ and r~ Ma fM the e.xclu~ive u~e of the client to whom they ~'e ~dr~ ~ Ih~l ~t ~ re~
fdl wi~ t~ ~OVM of ~ t~ ~. T~ ~ of ~ m~ re~v~ ~ wrl~ ~pro~M..u~ I~
apply ~y tO tM I~p · t~ ~/or I~ct~, a~ ere not i~lCltlve of tM quit tl~ of eEp~ently dent c~ or I
~t Tech. ·Southwestem Labs
'5 Lone Star Dr. · P.O. Box 224227
Dallas, Texaa 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
5/97
termine the degree
~ISTURE/DENSITY RELATIONS
I'IMUM 'MAXIMUM
~ISTURE % DENSITY pcf
21.5 100.0
~ISTURE: opt to +3%
ELD MAXIMUM
~JSITY DENSITY DENSITY
~cf) (Pcf) (% max)
5.0 100.0 95
7.0 100.0 97
~r~cken, B. S. Ch. E.
)j ect Manager
milM producta.
305034
4
/23/97