YMCA-CS 991213 DEC-18-1BB~ ~6:55 GEE CONSULTANTS P.02
E - CON.RUCTION MATERIALS TESTING
0046 Monroe Drive · Dallas, Texas 75229 · (214) 332-5433 - ~x (214) 352-6972
December t3, 1999
Mr. Curt Hazelbaker
Assistant Vice President-Opez~tions
Coppcll YMCA
146 Town Center Blvd.
Coppel!, Texas 75019
Re: Parking Lot Addition
Coppe/l F~nily YMCA
Dear Mr, Hazelbaker:
Enclosed plaase rind our letwr w you dated May 21, ~998 regarding lime stabilization for the paving on the origi~
construction. In ~hat letter, it was our opinion ~t lime stabii~ation w~ hOE necessa~. ~e projec~ was consj~cted
without Hm~ stabilization,
Since S~ple No, ~ was taken near the propos~ parking lot addition to t~e noah. ~d =x~ting and proposed grades
are similar m ~he p~vious sample taken, it is our opinion ~at l~e stabilizaaon is not required for the additional parMng
lot a~a,
If you have any qusdons or if you require further info.argon, ple~e do not hesitate m coma~t us.
,~ %c~." ...., ~ .~.-~g.~.k.2.'
Rich~ W. Gee P.E.
Manager -~x~ Pr~ldcm -
Const~ction Materials Engineering Divisio~
~VS:RWG/dwa
Enclosure
cc; Mr. Ken Grimm - Ci~ of Copper
Mr. Bill A~erson - Oowdey Anderson - Fax (972)~3
Mr, Kirk Wol~an - Hill & Wi~rson - F~
~oo~ 30SSV ~OS8~V i~O~ 8g~6Ig6gL6 ~Vd 9~:~I ~]~ 66/~1/~I
DEC-!5-1999 16:55 ~_~ CDNSULTRN'I5
G ,, GEOTECHNICAL I~NGINE£RING
[ GEE ContainS, Inc.
May 21, 1998
Mr, Cm'x Hazelbaker
Assistant Vice President- Operations
Cop~ll Family YIVICA
1203 Cres~ide Drive, Suim 300
Coppell. Tex~ 75019
Project No. 298-249
YMCA Facili~
Town Center Boulevard
¢opp¢ll, Texas
Dear Mr. Eazelbaker:
A representative of GI/B Consultants, thc. obtained several samples of the pavement subgrade
material at the above referenced project. ,~,n auger ~ used m reach the appropriate subg;rade level.
The samples were transported to the laboratory and classification tests were performed. The test
results are as fonows:
Samule No. I
Sample Location: Nonla Approach Drive - 60' E. of E. curb of Town
Center Blvd.; center line of Town Center Dr,
Sample Dc. pth: 1' to 2'
Sample Description: Light Brown & Brown Clayey Sand
Liquid Limi~ 28
Plasti~ L/m/u: 19
P~c~l~t Passing No. 200 Sieve: 44
DE.C-1~-1999 16:55 G_F~ CONSULTANTS P. 04
Sample No. 2
S~mple Locatiou: Fire Llu~ adjacem to NE comer of proposed building,
315' 1~. of E. curb of Town Center Blvd., 60' $. of
ceu~r ~ of Tow~ Ceater Dr.
Sample D~th: 0' m 1'
Sample Description; Dark Gray Sandy Clay with occasional roots
Liquid Limit: 33
Plastic Limit: 16
Plasticity Index: 17
Percent Passing No. 200 Sieve: 64
~smnle..~o,. 3
Sample LocaIion: S. Approach off of Town Center Blvd., I0' E- of Ii.
curb of Town Center Blvd.
Sample Depth: ~' to 1'6"
S~ple D~cription: ~dish ~rown S~dy Clay
~d L~it: 32
Pl~c L~t:
Pl~ci~ Index: 17
Percent Passing No. 2~ Sieve: 53
~ on ~ above lhgd ~t res~, and ~ p~t e~=nce, it is o~ op~on ~t pavemem
sRb~e soRs i~ ~ not ~s~ly ~ed m be 1~ s~b~. ~e so~s t~sted ~e s~ ~o
~ose ~nco~ered at tes~ bongs adv~d ~ pm of o~ ofig~ geo~gc~ inv~gaaon
No. Y-198~1~ ~d Febm~ ~2, 1998).
R~omm~a~o~ for pav~en~ sections, ~a~ ~o not utilize l~e smbfl~on as weR ~ ~ of ~
reco~en~o~ incl~e~ in our orig~ r~on r~ v~d.
you have ~y ~es~om or if you r~u=e ~ ~o~on, pl=~e do no~ he~i~te ~o contact us.
S~erely,
GE~ Camu~g, Inc.
~.~~ %~ ..,
Coercion M~sls Bn~ee~ Division ~/ ~ ~ ~../
~. ~ Sow~ - Good, F~mn ~d F~, ~, ~%~--
G~-~. ComsUltlms, lac. i'a~ ?.
Project No. ~9~.o249
TOTRL P.04