Villages C P3&4-CS 950408FILE No. 683 04/08 '95 ll:Oi~/.D:TIPTON ENGINEERING
2~4 2.2& ~946
PAGE
reed engineering,
O EOTECI-h'N ICA& CONj:~ u LTLA N Ts'
August 12, 1991
Project No. 755
Grand/Lakes of Coppe11 III
c/o Don A. Tipton, Inc.
6330 Beltline Road, Suite C
Garland, Texas 75043
ATTN: Mr. Pat Atkins, P.E.
?gG Letter
Fill Observation and Testing
Lakes of Coppe11, Phase III
Coppell, Texas
Gentlem~n:
our firm was retaina~ by Grand/Lakes o£ Coppell III to/observe and
repor~ dated ~Tuiy~ ~. ~u ~- -- ~h these
.... ~---~ --~ compacted by the con~ractor in accordance w~
If any questions arS.e, do not hesitate tO call.
2424 ~I'UT'Z DRIVE · SUITE 400 · DALLAS, TEXAS 75235 · 214/350.5600 a (FAX! 2141350-0Oltj
FILE No. 683 04/08 '95 ll:02~.i.D:TIPTON ENGINEERING
214 ?~ 1946
PAGE
reed engineering
GEOTIECHNICAL CONSULTAN ~ ·
6
September 30, 1992
Project No. 755.1
Rspo~c No. 13
Don A. Tipton, Inc.
6330 Beltline Road, Suite C
Garland, Texas 75043
ATTN= Mr. Pat Atkins, P.E.
Construction Materials Testing
Residential Building Pads
Villages of Coppell, Phase IIIB
Coppell, Texas
Gentlemen=
Submitted here are the results of testing and observation of
construction materials at the referenoed project. This riport
addresses the fill placemln~ in the re~idential building pads from
September 14 through 30, 1992.
During the above period, 20 field density tests were taken on the
fill placed ~n the residential building pads in Blocks A and B of
Phase IIIB. Test results are shown on Plate 1. Where tested, the
fill was found ~o comply with the project specifications.
Addit~onal reports will be submitted as the work progresses.
Sincerely,
RPR/wde
copies submitted:
~1) Don A. Tipton, Inc./Mr. Pat Atkins, P.E.
(3) Grand/Lakes of Coppell III/Mr. Ed Toole
(1) City of Coppell/Engineering Department/
Mr. Larry Davis
24245TUTZDFIIVE · SUITE400 · DALLAS, TEXAS75235 · ?'4/350-5600 · (FAXi214/3BO-0019
FILE No. 683 04/08 '95 11:02 ID:TIPTON ENGINEERING 214 2..~ 1946 PAGE 7
reed engineering
v~LLAGB~ OF COPPBL~ PItASS ~IIB
COPPBLL~ TEXA~
REI~)RT NO. 13
09-15--92
09-16-92
09-17-92
09-18-92
09-28-92
09-29-92
09-30-92
Field Density Tests
on Residential Buildinu Pads
Test Block
No~ No.
Depth
Below Unit
Final Dry
LOt S.G. weight
359 A 39 2.0
360 A 37 2.0
361 A 36 0.0
362 A 38 2.0
363 A 41 1.5
364 A 41 1.0
365 A 34 0.0
366 A 32 0.0
367 A -30 0.0
368 A --25 0.0
369 A "~26 0.0
370 A --24 0.0
371 A 22 0.0
372 A 20 0,0
373 A 39 0.0
374 B 10 0.0
375 A 41 0.O
376 A 37 0.0
377 B 12 0.0
378 B 14 0.0
Moisture
Con~ent Curve
NO.
111 9 15.7
109 2 17.0
112 2 12.8
110 2 12.5
113 0 11.8
109 1 13.2
112 4 12.9
112 4 14.1
113 4 12.9
113 1 13,5
111 9 14.6
108 7 15.9
110 0 15.1
109 2 15.8
109 9 15.5
109,4 15.0
110.2 13.4
110 · 3 14 · 1
113.2 14.0
110.0 14.4
pac-
tion
Level
11 97.3
11 95.0
11 97.5
11 95.8
11 98.3
11 95.0
11 97.7
11 97.7
11 98.6
11 98.3
11 97,3
11 95.1'
11 95.6
11 95.0
11 95.6
11 95.1
11 95.8
11 95.9
11 98.~
11 95,
Plate 1
G~IO~ ECI'I~CAL CONSULTANTS
FILE Ilo. 683 04/08 '95 11:00 ID:TIPTON ENGINEERING
214 2j~.6 1946 PRGE
reed engine ring
(~EOTECHNIG~L CO NSIJ L'FAN'T~
Nove~ber 11, 1992
No. 755.1
Lakes of Coppell, PHase III General Partnership
c/o Don A. Tipton, Inc.
6330 Beltline Road, Suite C
Garland, Texas 75043
ATTN= Mr. Pat Atkins, P.E.
79G Latter
Field Density Testing
Lakes of Coppell, Phase IIIB
Coppell, Texas
Gentlemen:
Our fl~m was retained by Lakes of Coppell, Phase III General
Partnership to perfo=m field density tests on the fill placed at the
referenced sits. This work was accomplished using the earthwor~
specifications attached to our geotechnical report dated July, 1991.
To the best of OUr knowledge, the fill wes placed and compacted by
the contractor in accordance with =he sps¢ifica~ions. All site
filling has now been completed.
If any questions arise, do not hesitate to call.
Sincerely,
Ronald F. Reed, P.E.
RFR/wde
copies submitted: (1)
24.24 STU'rZ DRIVE · SUITE400 · DALLAS, TEXAs75235 . 214/350-5600 · (FAX) 214/350-0019