Northlake 635(2)-LR 970206 (3)M~
TECHNOLOGIES INC
REPORT OF
IN-PLACE DENSITY
CLIENT:
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARR~ MOON
Dallas, TX 75201
PROJECT:
COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
SERVICES:
PROJECT NO.: 090,]
REPORT NO.: 1119:
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 2 /
Perform in-place density and moisture content tests to d,
of field compaction.
CONTRACTOR: BUTLER CONSTRUCTION
TEST OF: Storm drain fill**
Storm drain fill**
Storm drain fill**
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
PROJECT DATA
MATERIALS
109289 Dark light brown clay
110197 Tan medium brown ***
109291 Gray weather ****
M
SPECIFICATION
DENSITY: 95% Dry Density
M
TEST
NO LOCATION
1. Line C between building A+B
sta. #3+70, 1st lift.
2. Line C between building A+B
sra. ~3+70, 2nd lift.
3. Line C between buildng A+B
sta. #2+60, 1st lift.
4. Line B between building A+B
sta. #2+60, 2nd lift.
REPORT OF TESTS
FIELD OPTIMUM I
MOISTURE MOISTURE DI
25.0 24.0
20.4 20.0 1
27.1 * 18.5
18.7 18.5 I
Report Of Tests Continued On Page 2
1007 FR
im Tach. *Southwestem Labs
75 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
~9
L/30/97
)6/97
}termine the degree
31STURE/DENSITY RELATIONS
'TIMUM MAXIMUM
:)ISTURE % DENSITY pcf
24.0 93.5
20.0 103.0
18.5 110.0
:)ISTURE: opt. moist +4
:IELD MAXIMUM
!NSITY DENSITY DENSITY
Pcfl (Pcf) (% max)
}5.0 93.5 102
)1.8 103.0 99
}1.7 110.0 83
)7.7 110.0 98
Our lettm~ end report~ ~e fo~ the excJ~mive uae of t~ cl~ to w~ ~y we ~ ~ ~ ~t ~ ~ ~ exit in
f~l wit~ ~ ~ptovd of ~ t~i~ Imb~et~. T~ ~ ~ ~e m~ relive ~ wrl~ ~rovm. u~ m~ tern ~ r~
~ply ~y to t~ s~p~ t~ ~1~ i~ct~, ~ ~e ~t i~ic~Jve of t~ q~t~ of ~ently id~cd ~ Hmil~ pr~ucts.
TEST
NO
5.
6.
7.
8.
9.
10.
12.
13.
14.
15.
16.
1007 FR
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/30/97
REPORT OF TESTS (Cont1nued)
LOCATION
Line B south of building B
sra. $1+80, 1st lift.
Line B south of building B sta
$1+80, 2nd lift.
Line A east of building B sta.
$3+25, 1st lift.
Line A east of building B sra.
$3+25, 2nd lift.
Line A east of building B sra.
$2+28, 1st lift.
Line A east of building B sta.
$2+25, 2nd lift.
Storm drain in drive entrance
east of building C.
1st. lift.
Storm drain in drive entrance
between bldg. B+C.
1st lift.
Storm drain in drive entrance
between bldg. A+B.
1st lift.
50'W 60'S of NE corner of
building B, 2nd lift.
50'W 225'S of NE corner of
NE corner of building B,
1st lift.
50'W 210' S of NE corner of
building B.
FIELD OPTIMUM
MOISTURE MOISTURE
{%)
27.6 24.0
19.2 18.5
27.9 24.0
20.0 18.5
26.5 24.0
20.9 18.5
26.8 24.0
25.1 24.0
24.6 24.0
20.3 20.0
20.8 20.0
21.2 20.0
50' W 175' S of NW corner of
building B. 23.4 20.0 1
An asterisk (*) appears next to test results wi
do NOT meet the project specifications as noted on
Report Of Tests Continued On Page 3
f~l without the approval of the testing I~bO~ltO~y. The Lei of ~'n~le mu.t receive ou~ wrl[[en app ovM.
M~f)Iy onJy to the samOle re.reel and/M inlpected, and ire not indicative of the qulntitiee of M~Mently identicM o,
REPORT NO.
PAGE 2
I~tELD MAXIMUM
NSlTY DENSITY
Pcf) {Pcf)
t3.8 93.5
)6.6 110.0
~4.8 93.5
)5.5 110.0
~2.5 93.5
)4 · 9 110.0
~2.1 93.5
)3.O 93.5
)3.8 93.5
)8.5 103.0
)9.4 103.0
)8.6 103.0
)l.l 103.0
~ich
page 1.
111929
DENSITY
(% max)
100
97
101
96
99
95
99
99
100
96
97
96
98
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/30/97
ADDITIONAL COMMENTS:
Technician:
REPORT OF TESTS
**and sewer in building.
***dark brown clay with gray limestone.
**** limestone.
Steve Long
Technician
Started: 02:00PM
Stopped: 05:00PM
REPORT NO. 111929
PAGE 3
Report Distribution: MAXIM TE( :H. ~)UT~ LABS
(1) Lincoln Property Co.
(1) BUTLER CO.STRUCTIO. [.CORP.
(1) BROCKETT-DAVIS-DRAKE, INC.
(1) THE CITY OF COPPELL / ~~c~en, B.S. Ch.m..
(1) THE CITY OF COPPELL ~ /~"'P~o4ect Manaaer
(1) O'BRIEN ASSOCIATES, INC.
1007 FR Ou~ h~er~ ~d re~o~ me f0~ the exdumve
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