North Texas Mail-LR 880330 (2)Maxim Engineers, Inc. 2342 Fabens
Geotechnical --- P.O. Box 59902
Materials Testing Dallas, Texas 75229
Consulti~r} .Ls ¢ (214) 247-7575
in-Place Density of Soil
03/30/88
03/25/{
Explorer Pipe Line C~zpany
Royal?~ne US Post 0ffi~ePipeLine Reloc.ation
Maximu~
(Lbs.
1. REddish brown clayey sar~ with sandstones 1
2. Yellowish brown silty sandy clay with occasional dark
bro~ & oliv~ bro~
3. Yellowish brown silty clay
Density Test Methods:
ASkeD 2922 and D 3017
Method of Compaction:
Test Material ~rav Location De.,w
No. No. { t~ !Cu.Ft
Approx. Pipe line ditc~ Mst side lane 104.9
512.0 ~ at station 2644+00
Pipe line ditch at station 91.5
2646+15
1
I Approx.
........ 512.0
.... 3 Approx,
513.0
' 5
6 3 Approx.
513.0
Bgte'st of %1, dated 03/25/88 107.3
Pipe line ditmheast side lane 109.5
at station 2643+00
Pipe line ditch ¢ side lane
at station 2643+00
Pipe line ditch ~=st side lane
at station 2643+00
97.9
98.8
~8
Cu.R.)
12.7
}2.0
)8.5
I1=
Optimum Moisture
13.4
27.1
22.0
ASkeD 698,
Moisture Content
(°/4
I
15.7
27.8
13.0
16.1
21.9
*Does not meet project specifications for percent of dry dens
Remarks and/or Distribution
T~hnician: G. McCoy
Explorer Pipe Line Company - Roy Anderson
20.4
I:~ (~) of
I Maximum D~ Density
'93.0
99.0
95.2-
100.3
M~xim Engineers, Inc.
Geotechnical
.Materials Testing
Consultants
2342 Fabens
P,O. Box 59902
Dallas, Texas 75229
(214) 247-7575
In-Place Density of Soil
Repoll Date
To
Project
03/30/88
*~_s~cot~ (04/05/88)SAM
-03/z6/
Sm~ple Dine
Explorer Pipe Line C~mpany
Royal Lane US Post Office PipeLine Relocation
Mam~
1. Yellowish bro~ silty clay
2. Dsrk gray silty clay with organics
Density Test Methods:
Ag/MD 2922 and D 3017
Test Material
No. No.
7 2 Approx
514.0
8 I ;~pprox
514.0
9 1
10
- Coppell, Texas
12
Maximum
(Lbs.
;u.R.)
18.5
I1.6
ASkeD 698
13
14
Method of
Location
1 Approx.
515.0
2 Approx.
515.0
2 Approx.
516.0
2 Approx.
517.0
2 Approx.
516.0
Pipe 'line ditch west side lane
at station 2644+00
Pipe line ditch east side lane
at stati~ 2643+00
Pipe line ditch, station
station 2640+41
Pipe line ditch east side lane
at station 2643+00
Pipe line ditch west side lane
at station 2643+00
Pipe line ditch east side lane
at station 2643+00
Pipe line ditch east side lane
"at station 2643+00
Pipe line ditch west side Lane
at station 2643+00
Remad(s end/or Distribution
Dry
87.9
98.2
95.3
96.1
88.9
90.7
88.0
92.6
Moisture Content
(%)
27.5
25.6
22.4
26.9
28.0
26.6
22.7
25.2
Optimum Moisture
(Percent)
ZZ.U
24.3
Percent (%) of
Maximum Dry Density
95.9
99~6
96.7
97.5
97.0
99.0
101.1
Maxim Eng;..~,~, Inc. Reviewed by:
Maxim Engineers, Inc.
Geotechnical
Materials Testing
Consultants
2342 Fabens
P.O. Box 5-9902
Dallas, Texas 75229
(214) 247-7575
In-Place Density of Soil
03/30/88 mm~e ne
Repo~ Date
TO Explorer Pipe Line Cumpany
Pm~ Royal Lane US Post Office Pipe-Line Belocation
Material
1. Yellowish bro~3 silty clay
2. Dark gray silty clay with organics
Density Test Methods:
Ag/MD 2922 and D 3017
Maximun
(Lbs./
Location
Method of Compaction:
Dry
15 2 Approx. Pipe line ditch w~st side lane 91.9
517.0 at station 2643+00
16 I Approx. Pipe line ditch -a.~t side lane 96.1
518.0 at station 2643+00
17 I Approx. Pipe line ditch, west side lane 94.2
518.0 at station 2644+00
18-'- I Approx. ~ Pipe line ditch, east side lane 95.5
'~ 519.0 .... at station 2643+00
....... "7: ........... ' i *~ ',/ .....
19 I Approx. Pipe line ditch, west side lane 94.9
519.0 at station 2643+00
20 2 Approx.
520.0
21 1 Approx.
520.0
Pipe line ditch, east side lane
at station 2643+00
90.4
Pipe line ditch, Mst side lane
at station 2643+00
94.1
Remarks and/or Dist~bution
~age 2
Coppell, Texas
AS~MD 698
Moisture Content
(%)
26.6
24.6
24.3
23.0
25.1
Optimum Moisture
(Perce~t)
22.0
24.3
Percent (%) of
Maximum D~ Density
100.3
97.5
95.6
96.3
Technician: G. McCoy
Explorer Pipe Line Company - Roy Anderson
98.6,
27.1
ry Dea~ty
.~u. Ft.)
)8.5
)1.6
95.5
25.9
Maxim Engineers, Inc.
Reviewed by: