North Texas Mail-LR 880331 Maxim Engineers, Inc.
iG_eo[eChhiCal
.~_Mate/ials -Jesting
2342 Fabens
P.O. Box 59902
Dallas, Texas 75229
(214) 247-7575
In-Place Density of Soil
Flelx~tDlte
To
Ma~l
o3/33./88 ~ D.,o o3/3o/81
~ T~Ie ~ U.S. Po~t Office Pipe T,'~te l~.~OC~i,
Yellowish brown silty sandy clay with occasional
~vk brown and olive hz-own clay
Density Test Methods:
Ag]~ D2922 and D3017
Maximum I
(Lbs.~
92. I
Method of Compaction:
Test Material Dry
No. No. LIFt Location D~.W
I Lbs./Cu. Ft
22 1st Pipe lille ditch, 1st lift
23 .... ~
25 2r~
Pipe line ditch, 1st lift
2640+00'
Pipe line ditch, and lift
after concrete slab, static~
2645+05
2645+10
92.4
87.5
91.3
90.2
Techrtician: G. McCOy
/~n
)nj Density Oplimum Moisture
;u.R.} (Percent)
~ D698
27.1
Moisture Content Percent (%) of
I (%) I Maximum I:)W Denaty
29.5 100.4
26.8 95.1
25.3 99.2
E;4~lorer Pipe Line Cc~pany - ~ .4z~derson
28.4 98.0
Maxim Engineers, Inc. Reviewed by: